JP2017042919A - Pipe covering body, and repairing method and repair structure using the same - Google Patents

Pipe covering body, and repairing method and repair structure using the same Download PDF

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JP2017042919A
JP2017042919A JP2015164442A JP2015164442A JP2017042919A JP 2017042919 A JP2017042919 A JP 2017042919A JP 2015164442 A JP2015164442 A JP 2015164442A JP 2015164442 A JP2015164442 A JP 2015164442A JP 2017042919 A JP2017042919 A JP 2017042919A
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water
pipe
cylindrical
water stop
covering
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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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Yoshika Engineering Co Ltd
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PROBLEM TO BE SOLVED: To provide a pipe covering body capable of securing a water stop function by a water expansion member for water stop over a long period, and a method for repairing a pipeline and a pipeline repair structure using the same.SOLUTION: There is provided a pipe covering body 10, in a pipe covering body having a cylindrical body 12 made of a hardening resin for covering the parts 100a, 100b to be repaired in an existing pipe 100 from the inside face so as to be repaired, at least two parts on the outer circumferential face of the cylindrical body 12 are provided with water expansion members 14-1, 14-2 for water stop for a cylindrical body including water expansible fiber continuously in the circumferential direction, and, the surface of the outer circumferential face of the cylindrical body 12 between the two water expansion members 14-1, 14-2 for water stop for a cylindrical body is provided with a non-expansion member 16 for a cylindrical body having water expansibility lower than that of the water expansion members 14-1, 14-2 for water stop for a cylindrical body continuously in the circumferential direction thereof.SELECTED DRAWING: Figure 4

Description

本発明は、下水管等の管が老朽化した場合等に、管内面を被覆するための管被覆体、及びこれを用いた補修方法及び補修構造に関する。   The present invention relates to a pipe covering for covering an inner surface of a pipe when a pipe such as a sewage pipe is aged, a repair method and a repair structure using the pipe cover.

下水管等の既設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。特に、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こともあり、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。   Existing pipes such as sewage pipes deteriorate with long-term use, and their useful life is generally about 50 years. Therefore, the number of sewer pipes that have exceeded the useful life is increasing year by year. In particular, sewage pipes that have deteriorated are deformed or cracked, which not only lowers the function of sewage flow, but also creates cavities in the ground due to the flow of groundwater and earth around the sewage pipe into the sewage pipe. It is also the cause of the ground collapse. In addition, sewage pipes buried in the ground may be easily affected by ground fluctuations such as earthquakes, and at present, some kind of repair is required at a predetermined time.

下水管を補修する方法としては、特許文献1に記載の方法が知られている。特許文献1の方法では、熱可塑性樹脂製の筒状体の縁部の外周面を全周に亘って覆う弾性部材を有する管被覆体を既設管の内面に設置することが行われる。図8は、特許文献1に記載の方法で補修が行われた状態を示す概略断面図である。図示のように、既設管100には亀裂100aや既設管100を構成する単位管100−1、100−2同士の離間100bが生じており、既設管100と樹脂製の筒状体112との間に、部分的に止水用水膨張部材114−1、114−2が設けられている。この止水用水膨張部材114−1、114−2は既設管100の亀裂100a及び離間100bを基準として軸方向両側にそれぞれ配置されている。   As a method for repairing a sewer pipe, a method described in Patent Document 1 is known. In the method of Patent Document 1, a tube covering body having an elastic member that covers the entire outer peripheral surface of the edge of a cylindrical body made of a thermoplastic resin is installed on the inner surface of an existing pipe. FIG. 8 is a schematic cross-sectional view showing a state in which repair is performed by the method described in Patent Document 1. As shown in the figure, the existing pipe 100 has a crack 100a and a separation 100b between the unit pipes 100-1 and 100-2 constituting the existing pipe 100, and the existing pipe 100 and the resin tubular body 112 are separated from each other. In between, the water expansion members 114-1 and 114-2 for stopping water are partially provided. The water expansion members 114-1 and 114-2 for water stop are respectively disposed on both sides in the axial direction with reference to the crack 100a and the separation 100b of the existing pipe 100.

この方法によれば、亀裂100aや離間100bを介して既設管100の外から既設管100内に流入した地下水が、既設管100と筒状体112の間の微小な隙間を通って止水用水膨張部材114−1、114−2に達すると、止水用水膨張部材114−1、114−2に含まれる水膨張繊維が膨張し、そこで止水性が発揮されるので、地下水がそれ以上既設管100内に流入するのが阻止される。   According to this method, the groundwater that has flowed into the existing pipe 100 from the outside of the existing pipe 100 through the crack 100a and the separation 100b passes through the minute gap between the existing pipe 100 and the cylindrical body 112, and the water for stopping water. When the expansion members 114-1 and 114-2 are reached, the water expansion fibers contained in the water expansion members 114-1 and 114-2 expand and the water stoppage is exhibited there. Inflow into 100 is blocked.

特開2014−188946号公報JP 2014-188946 A

しかしながら、水膨張繊維は水を吸収して膨張すると、繊維の形状が崩れて繊維が脆くなるので、膨張した繊維が既設管と筒状体との微小な隙間を通って既設管の補修対象箇所(図8で示す亀裂100aや離間100b)から既設管の外に流出することがあり、一度獲得した止水機能が経時的に低下する場合があった。   However, when the water expansion fiber absorbs water and expands, the shape of the fiber collapses and the fiber becomes fragile, so the expanded fiber passes through a minute gap between the existing pipe and the cylindrical body, and the repair target portion of the existing pipe (The crack 100a and the separation 100b shown in FIG. 8) may flow out of the existing pipe, and the water stop function once acquired may deteriorate with time.

したがって、本発明の目的は、止水用水膨張部材による止水機能を長期にわたって確保することができる管被覆体、これを用いた管路補修方法及び管路補修構造を提供することにある。   Accordingly, an object of the present invention is to provide a pipe covering that can ensure a water stop function by a water expansion member for water stop over a long period of time, a pipe repair method and a pipe repair structure using the pipe cover.

上記課題を解決するため、請求項1に記載の管被覆体は、既設管の補修対象箇所を内面から被覆して補修するための硬化性樹脂製の筒状体を有する管被覆体において、前記筒状体の外周面上の少なくとも2箇所に、水膨張繊維を含む筒状体用止水用水膨張部材が周方向に連続して設けられ、前記2箇所の筒状体用止水用水膨張部材の間の前記筒状体の外周面上に、前記筒状体用止水用水膨張部材よりも水膨張性の低い筒状体用非膨張部材が前記筒状体の外周上にその周方向に連続して設けられたことを特徴とする。   In order to solve the above-mentioned problem, the tube covering according to claim 1 is a tube covering having a cylindrical body made of a curable resin for covering and repairing a repair target portion of an existing pipe from the inner surface. A cylindrical body water-stopping water expansion member including water-expanding fibers is continuously provided in at least two locations on the outer peripheral surface of the cylindrical body in the circumferential direction. On the outer peripheral surface of the tubular body between, the non-expanding member for tubular body having a lower water expandability than the water expansion member for water stopping for the tubular body is disposed on the outer periphery of the tubular body in the circumferential direction. It is characterized by being provided continuously.

この管被覆体が既設管内に設置されると、止水用水膨張部材と亀裂や破損等の補修対象箇所との間に非膨張部材を介在させることができる。そのため、止水用水膨張部材の水膨張繊維が地下水を吸収して膨張し、繊維が脆くなったとしても、非膨張部材の存在により、膨張後の繊維が補修対象箇所側に移動することを阻止することができる。したがって、膨張した繊維の流出を防止することができ、止水用水膨張部材による止水機能を長期にわたって維持することが可能となる。   When this pipe covering is installed in an existing pipe, a non-expandable member can be interposed between the water expansion member for water stop and a repair target portion such as a crack or breakage. Therefore, even if the water expansion fiber of the water expansion member for water stop absorbs groundwater and expands, and the fiber becomes brittle, the presence of the non-expansion member prevents the expanded fiber from moving to the repair target side. can do. Therefore, the expanded fiber can be prevented from flowing out, and the water stop function of the water stop water expansion member can be maintained over a long period of time.

請求項2に記載の管被覆体は、前記筒状体は、該筒状体から枝分かれして形成された筒状部を有し、該筒状部の外周面上に、水膨張繊維を含む筒状部用止水用水膨張部材が周方向に連続して設けられ、該筒状部用止水用水膨張部材を基準として前記筒状体側に、前記筒状部用止水用水膨張部材よりも水膨張性の低い筒状部用非膨張部材が前記筒状部の外周上にその周方向に連続して設けられたことを特徴とする。   The tube covering body according to claim 2, wherein the tubular body has a tubular portion formed by branching from the tubular body, and includes a water expansion fiber on an outer peripheral surface of the tubular portion. A water expansion member for water stop for a tubular part is provided continuously in the circumferential direction, and on the side of the tubular body with respect to the water expansion member for water stop for a cylindrical part, the water expansion member for water stop for the cylindrical part A non-expandable member for a cylindrical portion having a low water expandability is provided continuously on the outer periphery of the cylindrical portion in the circumferential direction.

例えば、下水道本管と取付管との接続部等の管同士の接続部分においては、その境界部における隙間から地下水が管路内に流入することが多くあるが、上記構成によれば、そのような漏水の生じやすい箇所であっても、止水用水膨張部材と非膨張部材とにより、長期に亘って止水機能を維持することができる補修構造をえることができる。   For example, in the connection part between pipes such as the connection part of the sewer main pipe and the attachment pipe, groundwater often flows into the pipe line from the gap at the boundary part. Even if it is a location where easy water leakage is likely to occur, a repair structure capable of maintaining the water stop function for a long time can be obtained by the water expansion member for water stop and the non-expansion member.

請求項3に記載の管被覆体は、前記筒状体用止水用水膨張部材を基準として前記筒状体用非膨張部材側とは反対側に、更に、前記筒状体用止水用水膨張部材よりも水膨張性の低い筒状体用非膨張部材が、前記筒状体の外周上にその周方向に連続して設けられたことを特徴とする。   The tube covering according to claim 3 is further provided on the opposite side of the tubular body non-expandable member side with respect to the tubular body water stop water expansion member, and further on the tubular body water stop water expansion. A non-inflatable member for a cylindrical body having a lower water expansion property than the member is provided continuously on the outer periphery of the cylindrical body in the circumferential direction.

筒状体用止水用水膨張部材を基準として補修対象箇所側だけでなく、その反対側にも非膨張部材を配置することにより、補修対象箇所側だけでなく、その反対側から膨張繊維が流出することを防止することができるので、止水機能を更に長期に渡り維持することが可能となる。   By placing a non-expandable member not only on the repair target location side but also on the opposite side of the tubular body water stop water expansion member as a reference, the expanded fiber flows out not only from the repair target location side but also from the opposite side. Therefore, the water stop function can be maintained for a longer period.

請求項4に記載の管被覆体は、前記筒状部用止水用水膨張部材を基準として前記筒状部用非膨張部材側とは反対側に、更に、前記筒状部用止水用水膨張部材よりも水膨張性の低い筒状部用非膨張部材が、前記筒状部の外周上にその周方向に連続して設けられたことを特徴とする。   The tube covering according to claim 4 is further provided on the opposite side of the tubular portion non-expandable member side with respect to the tubular portion water stop water expansion member, and further on the tubular portion water stop water expansion. A non-expandable member for a cylindrical part having a lower water expansion property than the member is provided continuously on the outer periphery of the cylindrical part in the circumferential direction.

この構成によれば、請求項3と同様に、筒状部用止水用水膨張部材を基準として補修対象箇所側だけでなく、その反対側から膨張繊維が流出することを防止することができるので、止水機能を更に長期に亘り維持することが可能となる。   According to this configuration, similarly to the third aspect, the expansion fiber can be prevented from flowing out not only from the repair target location side but also from the opposite side with reference to the water expansion member for water stopping for the cylindrical portion. It is possible to maintain the water stop function for a longer period of time.

また、本発明の目的は、既設管の補修対象箇所を補修するための既設管補修方法であって、上記管被覆体を前記筒状体が未硬化の状態で導入する導入工程と、前記導入された管被覆体を前記既設管の内面に押圧する押圧工程と、前記管被覆体の筒状体を硬化する硬化工程と、を含む既設管補修方法;及び補修対象箇所が生じた既設管の内側に上記管被覆体が設置されたことを特徴とする既設管補修構造によっても達成される。   Another object of the present invention is an existing pipe repair method for repairing a repair target portion of an existing pipe, the pipe covering body being introduced in an uncured state of the tubular body, and the introduction An existing pipe repairing method comprising: a pressing step of pressing the pipe covering body against the inner surface of the existing pipe; and a curing step of curing the tubular body of the pipe covering body; and This can also be achieved by an existing pipe repair structure characterized in that the pipe cover is installed inside.

本発明によれば、止水性を長期に亘り維持することができる管被覆体を提供することができる。したがって、流下機能を長期に亘り維持することができ、また、地下水が管路内に流入することに起因する地中の空洞形成及びこれに伴う地面陥没を長期に亘り防止することができる。   ADVANTAGE OF THE INVENTION According to this invention, the pipe covering body which can maintain a water stop for a long term can be provided. Therefore, the flow-down function can be maintained for a long period of time, and the formation of underground cavities due to the inflow of groundwater into the pipe line and the accompanying ground depression can be prevented for a long period of time.

本発明の管被覆体の一例を示す斜視図である。It is a perspective view showing an example of a pipe covering object of the present invention. 管被覆体を設置するために使用する補修装置の概略断面図である。It is a schematic sectional drawing of the repair apparatus used in order to install a pipe | tube covering. 図1の管被覆体を下水管に設置する過程を示す概略断面図である。It is a schematic sectional drawing which shows the process in which the pipe covering body of FIG. 1 is installed in a sewer pipe. 本発明の補修構造を示す概略断面図である。It is a schematic sectional drawing which shows the repair structure of this invention. 本発明の補修構造の他の例を示す概略断面図である。It is a schematic sectional drawing which shows the other example of the repair structure of this invention. 管被覆体の他の実施の形態を示す斜視図である。It is a perspective view which shows other embodiment of a pipe | tube covering. 図6の管被覆体の既設管への設置状態を示す概略断面図である。It is a schematic sectional drawing which shows the installation state to the existing pipe | tube of the pipe | tube covering of FIG. 従来の補修構造を示す概略断面図である。It is a schematic sectional drawing which shows the conventional repair structure.

以下、図面を参照して本発明を詳細に説明する。図1は本発明の管被覆体の実施の形態の一例を示す斜視図である。図示されているように、本実施の形態の管被覆体10は、硬化性樹脂製の筒状体12を有し、筒状体12の軸方向両端部近傍にはそれぞれ、その外周面12aをその全周に亘って覆うように周方向に連続して設けられた帯状の止水用水膨張部材14−1、14−2が設けられている。そして、筒状体12の外周面12a上の止水用水膨張部材14−1、14−2の間には、帯状の非膨張部材16が、周方向に連続して設けられている。   Hereinafter, the present invention will be described in detail with reference to the drawings. FIG. 1 is a perspective view showing an example of an embodiment of a tube covering according to the present invention. As shown in the drawing, the tube covering 10 of the present embodiment has a cylindrical body 12 made of a curable resin, and the outer peripheral surface 12a is provided in the vicinity of both ends of the cylindrical body 12 in the axial direction. Band-shaped water-stopping water expansion members 14-1 and 14-2 are provided continuously in the circumferential direction so as to cover the entire circumference. Between the water stop water expansion members 14-1 and 14-2 on the outer peripheral surface 12 a of the cylindrical body 12, a strip-shaped non-expansion member 16 is continuously provided in the circumferential direction.

止水用水膨張部材14−1、14−2は、水を吸収することにより膨張する水膨張繊維を含むことにより膨張性を発揮することが好ましい。具体的には、水膨張繊維を含む繊維から構成された繊維材(例えば、不織布、織物、編物等、好ましくはフェルト)を使用することができる。止水用水膨張部材14−1、14−2は、繊維から構成されることにより微細な空隙を有し、圧縮可能な構成を有するものであることが好ましい。圧縮後の厚さは一般に、圧縮前の厚さの1/2以下、好ましくは1/3以下である。止水用水膨張部材14−1、14−2の目付量は一般に200〜1000g/m、好ましくは300〜600g/mであることが好ましい。 It is preferable that the water expansion members 14-1 and 14-2 for still water use exhibit the expansibility by including the water expansion fiber which expand | swells by absorbing water. Specifically, a fiber material (for example, non-woven fabric, woven fabric, knitted fabric, etc., preferably felt) composed of fibers containing water-expandable fibers can be used. It is preferable that the water expansion members 14-1 and 14-2 for water stop have fine voids by being composed of fibers and have a compressible structure. The thickness after compression is generally ½ or less, preferably 1 / or less of the thickness before compression. The basis weight of the water expansion members 14-1 and 14-2 for water stop is generally 200 to 1000 g / m 2 , preferably 300 to 600 g / m 2 .

水膨張繊維としては、ポリアクリル酸ナトリウム等の水膨張ポリマーから形成された繊維を使用することができる。止水用水膨張部材14−1、14−2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でもよい。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、水膨張繊維の質量割合が40%以上、好ましくは50%以上、特に70〜80%であることが良好な止水性を得られる点で好ましい。   As the water expansion fiber, a fiber formed from a water expansion polymer such as sodium polyacrylate can be used. The water-stopping water expansion members 14-1 and 14-2 may be entirely made of water-expandable fibers, or a combination of water-expandable fibers and non-water-expandable fibers (polyethylene fibers, polyester fibers such as PET). It may be a material. In the case of a fiber material in which water-expandable fibers and non-water-expandable fibers are combined, a good water stoppage can be obtained when the mass ratio of the water-expandable fibers is 40% or more, preferably 50% or more, particularly 70 to 80%. Is preferable.

止水用水膨張部材14−1、14−2は水を吸収すると、これに含まれる水膨張繊維が膨張して内部の空隙が閉塞されて水が通過するルートが断たれ、止水性を発揮する。   When the water expansion members 14-1 and 14-2 for water stop absorb water, the water expansion fibers contained therein expand, the internal voids are blocked, the route through which the water passes is cut off, and the water stop is exhibited. .

止水用水膨張部材14−1、14−2は既設管内に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14−1,14−2内の微細な空隙が減少し、水膨張効果による優れた止水効果が発揮される。例えば、止水用水膨張部材14−1、14−2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。なお、本発明において、止水用水膨張部材とは、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 members 14-1 and 14-2 for water stop are in a state compressed in an installed state in an existing pipe. Thereby, the fine space | gap in the water expansion | swelling material 14-1 for water stop, 14-2 reduces, and the outstanding water stop effect by the water expansion effect is exhibited. For example, the thickness of the water expansion members 14-1 and 14-2 for water stop is, for example, 3 to 15 mm in the uncompressed state before installation (normal state), and is 1 to 5 mm, for example, in the compressed state. In addition, in this invention, unless otherwise indicated, the water expansion member for water stop shall include both the state before expanding with water, and the state after expanding.

一方、非膨張部材16は、上記止水用水膨張部材14−1、14−2よりも水膨張性が低いものである。好ましくは、上記止水用水膨張部材と同様に圧縮可能な部材であり、帯状のものである。具体的には、非膨張繊維から主に構成された繊維材(例えば、不織布、織物、編物等)や、発泡体等を使用することができる。繊維材の材質としては、PET等のポリエステル繊維やポリエチレン繊維等の合成繊維を使用することができる。繊維材の場合は、非膨張繊維から主に構成されていればよく、水膨張繊維を副次的に含んでいてもよいが、非膨張繊維の質量割合が60%を超え、好ましくは80%以上、より好ましくは90%以上、更に好ましくは100%であることが有利である。上記発泡体としては、ポリエチレン、ポリプロピレン、ポリウレタン等の発泡体を使用することができる。   On the other hand, the non-expandable member 16 has a lower water expandability than the water stop water expandable members 14-1 and 14-2. Preferably, it is a compressible member similar to the water-stopping water expansion member, and is a belt-like member. Specifically, fiber materials (for example, non-woven fabric, woven fabric, knitted fabric, etc.) mainly composed of non-expandable fibers, foams, and the like can be used. As the material of the fiber material, polyester fibers such as PET and synthetic fibers such as polyethylene fibers can be used. In the case of a fiber material, it may be mainly composed of non-expandable fibers and may contain water-expandable fibers as a secondary component, but the mass ratio of non-expandable fibers exceeds 60%, preferably 80%. Above, more preferably 90% or more, and even more preferably 100%. As said foam, foams, such as polyethylene, a polypropylene, a polyurethane, can be used.

非膨張部材16が圧縮可能な部材の場合、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。止水性水膨張材14−1、14−2と同等の圧縮性を有することが好ましい。   When the non-expandable member 16 is a compressible member, it is, for example, 3 to 15 mm in the uncompressed state before installation (normal state), and is, for example, 1 to 5 mm in the compressed state. It is preferable to have compressibility equivalent to the water-stopping water expansion materials 14-1 and 14-2.

止水用水膨張部材14−1、14−2の幅は、止水性を発揮することができればよく、例えば、100〜300mmである。非膨張部材16の幅は既設管の補修対象箇所を覆うことができればよく、例えば、0mmより長く2500mm以下である。   The width | variety of the water expansion members 14-1 for water stop, 14-2 should just be able to exhibit water stop, for example, is 100-300 mm. The width of the non-expandable member 16 only needs to cover the repair target portion of the existing pipe, and is, for example, longer than 0 mm and not more than 2500 mm.

管被覆体10を構成する硬化性樹脂製の筒状体12としては、管を補修するためにライニング材として従来から用いられているものを使用することができる。例えば、ガラス繊維等の基材に光硬化性樹脂組成物又は熱硬化性樹脂組成物を含浸させ、必要に応じてその内面又は両面に保護フィルムを積層したものを使用することができる。光硬化性樹脂組成物及び熱硬化性樹脂組成物は従来から使用されているものでよい。光は特に限定されないが、作業性の点から紫外線や可視光、好ましくは紫外線を使用することができる。筒状体12は硬化前の状態では柔軟性があり、既設管内に難なく導入できる状態となっている。筒状体12の大きさは、補修する既設管の大きさに合わせて適宜調整する。   As the cylindrical body 12 made of a curable resin constituting the tube covering 10, those conventionally used as a lining material for repairing a tube can be used. For example, a substrate such as glass fiber impregnated with a photocurable resin composition or a thermosetting resin composition, and a protective film laminated on the inner surface or both surfaces as necessary can be used. The photocurable resin composition and the thermosetting resin composition may be those conventionally used. The light is not particularly limited, but from the viewpoint of workability, ultraviolet light or visible light, preferably ultraviolet light can be used. The cylindrical body 12 is flexible before being cured, and can be easily introduced into the existing pipe. The magnitude | size of the cylindrical body 12 is suitably adjusted according to the magnitude | size of the existing pipe | tube to repair.

上記保護フィルムが樹脂組成物を含浸した基材の外面に設けられている場合には、止水用水膨張部材14−1、14−2及び非膨張部材16は、例えば接着剤で保護フィルムの外面に貼り付けることにより筒状体12の外周面に設けることができる。一方、保護フィルムが樹脂組成物を含浸した基材の内面にのみ設けられ、外面には設けられていない場合には、止水用水膨張部材14−1、14−2及び非膨張部材16の内部に樹脂組成物が浸透しないように、止水用水膨張部材14−1、14−2及び非膨張部材16の内側にポリエチレンフィルム等の介在フィルムを設け、そのフィルムの内側面に接着剤を塗布し、筒状体12に貼付することにより止水用水膨張部材14−1、14−2及び非膨張部材16を設置することができる。   In the case where the protective film is provided on the outer surface of the base material impregnated with the resin composition, the water expansion members 14-1, 14-2 and the non-inflatable member 16 for water stop are, for example, an outer surface of the protective film with an adhesive. It can provide in the outer peripheral surface of the cylindrical body 12 by affixing on. On the other hand, when the protective film is provided only on the inner surface of the base material impregnated with the resin composition and is not provided on the outer surface, the inside of the water expansion members 14-1, 14-2 for water stop and the non-expansion member 16 An intervening film such as a polyethylene film is provided inside the water expansion members 14-1 and 14-2 and the non-expansion member 16 for water stop so that the resin composition does not penetrate into the water composition, and an adhesive is applied to the inner surface of the film. By sticking to the tubular body 12, the water expansion members 14-1, 14-2 for water stop and the non-expansion member 16 can be installed.

止水用水膨張部材14−1、14−2と非膨張部材16との間には間隔があってもよいが、図示されているように止水用水膨張部材14−1、非膨張部材16及び止水用水膨張部材14−2との間に隙間がなく、これらが連続して並べられて設けられていることが好ましい。   Although there may be a gap between the water expansion members 14-1 and 14-2 and the non-expansion member 16, the water expansion member 14-1, the non-expansion member 16 and the water expansion member 14-1, as shown in FIG. It is preferable that there are no gaps between the water expansion member 14-2 for water stop and these are provided continuously arranged.

次に、この管被覆体10を使用して既設管を補修する方法について説明する。図2は、管被覆体を既設管に設置するために使用することができる補修装置の一例を示す概略断面図である。   Next, a method for repairing an existing pipe using the pipe covering 10 will be described. FIG. 2 is a schematic cross-sectional view showing an example of a repair device that can be used to install a pipe covering on an existing pipe.

この補修装置60は、半径方向に膨張・収縮可能なゴム材よりなる筒状本体部62を主体として構成されるものであり、筒状本体部62はその両端にて一対の側蓋64にて密閉されている。そして、筒状本体部62の内部に圧縮空気を出入り自在に送る流体導入管66が設けられ、更に補修装置60自体を移動可能とする走行手段68が設けられている。筒状本体部62は、図1に示した管被覆体10をその外周部に巻きつけた状態に保持する構成となっている。この補修装置60を使用して管被覆体10を既設管内に導入した後、既設管内面に押圧した状態で、管被覆体10の筒状体を硬化することにより、管被覆体10を所定の位置に設置することができる。   This repairing device 60 is mainly composed of a cylindrical main body 62 made of a rubber material that can expand and contract in the radial direction, and the cylindrical main body 62 is formed by a pair of side lids 64 at both ends thereof. It is sealed. In addition, a fluid introduction pipe 66 that allows compressed air to freely enter and exit is provided inside the cylindrical main body 62, and a traveling means 68 that enables the repair device 60 itself to move is provided. The cylindrical main body 62 is configured to hold the tube covering 10 shown in FIG. 1 in a state of being wound around the outer periphery thereof. After introducing the pipe covering 10 into the existing pipe using the repairing device 60, the tube covering 10 is fixed to the predetermined pipe by curing the cylindrical body of the pipe covering 10 while being pressed against the inner surface of the existing pipe. Can be installed in position.

次に、既設管内面を管被覆体10で被覆する作業について図3により説明すると、先ず図1に示した管被覆体10を上記のように保持した補修装置60を既設管100の端部(通常マンホール側)からワイヤー(図示せず)による牽引等により引き入れ、所定の補修箇所まで移動させる。その時点では、補修装置60の筒状本体部62の内部には圧縮空気が送られていない縮径状態にあり、管被覆体10を装着した補修装置60は支障なく既設管100内を走行することができる。   Next, the operation of covering the inner surface of the existing pipe with the pipe covering 10 will be described with reference to FIG. 3. First, the repair device 60 holding the pipe covering 10 shown in FIG. It is pulled in from a normal manhole side by pulling with a wire (not shown) and moved to a predetermined repair location. At that time, the inside of the cylindrical main body 62 of the repair device 60 is in a reduced diameter state where compressed air is not sent, and the repair device 60 equipped with the tube covering 10 travels within the existing pipe 100 without any problem. be able to.

補修箇所に到達後、管被覆体10の非膨張部材16の部分によって補修対象箇所100a、100bが覆われるように位置を設定した後、筒状本体部62の内部に流体導入管66を介して圧縮空気を内部気圧(ゲージ圧)が例えば0.03〜0.15MPaとなるように供給し、これらを膨張させて、管被覆体10を既設管100の内面100cに押圧する。押圧すると筒状体12の止水用水膨張部材14−1、14−2又は非膨張部材16が設けられていない部分の外周面は既設管100の内周面100cと密着状態となるとともに、止水用水膨張部材14−1、14−2及び非膨張部材16はその押圧力で圧縮状態となる。次いで、補修装置60内部に設けられた光照射手段又は加熱手段70で光照射又は加熱することにより、筒状体12の樹脂組成物を硬化させる。硬化時に生じる硬化収縮により、筒状体12は最大に拡径した状態から若干の収縮が生じるが、止水用水膨張部材14−1、14−2又は非膨張部材16が上記圧縮状態から復元することにより硬化段階における隙間の形成が防止される。この状態では、筒状部12の硬化収縮によって止水用水膨張部材14−1、14−2及び非膨張部材16は最大圧縮状態から若干復元するものの依然として圧縮状態にある。この圧縮状態において、止水用水膨張部材14−1、14−2の膨張圧が、補修対象箇所100aを介して止水用水膨張部材14−1、14−2の地下水による外水圧以上(例えば、0.1MPa以上)であることが優れた止水性を得られる点で有利である。なお、本発明において補修対象箇所とは、現実にひびや破損等が発生している場合だけでなく、将来的にひびや破損等が生じる可能性がある箇所も含む。   After reaching the repair location, the position is set so that the portions 100a, 100b to be repaired are covered by the portion of the non-expandable member 16 of the tube covering 10, and then the fluid introduction pipe 66 is provided inside the cylindrical main body 62. Compressed air is supplied so that the internal atmospheric pressure (gauge pressure) is, for example, 0.03 to 0.15 MPa, and these are expanded to press the tube covering 10 against the inner surface 100 c of the existing tube 100. When pressed, the outer peripheral surface of the tubular body 12 where the water-stopping water expansion members 14-1, 14-2 or the non-expanding member 16 are not provided is in close contact with the inner peripheral surface 100 c of the existing pipe 100, and The water expansion members 14-1 and 14-2 for water and the non-expansion member 16 are compressed by the pressing force. Next, the resin composition of the cylindrical body 12 is cured by light irradiation or heating by the light irradiation means or heating means 70 provided in the repair device 60. Although the cylindrical body 12 is slightly contracted from a state where the diameter of the cylindrical body 12 is expanded to the maximum due to the curing contraction that occurs at the time of curing, the water expansion member 14-1, 14-2 or the non-expansion member 16 for stopping water is restored from the compressed state. This prevents the formation of gaps in the curing stage. In this state, the water-stopping water expansion members 14-1 and 14-2 and the non-expansion member 16 are slightly restored from the maximum compression state due to the curing shrinkage of the cylindrical portion 12, but are still in the compression state. In this compressed state, the expansion pressure of the water stop water expansion members 14-1 and 14-2 is equal to or higher than the external water pressure due to the ground water of the water stop water expansion members 14-1 and 14-2 via the repair target portion 100a (for example, 0.1 MPa or more) is advantageous in that excellent water stoppage can be obtained. In the present invention, the repair target portion includes not only a case where a crack or breakage actually occurs, but also a portion where a crack or breakage may occur in the future.

その後、光照射又は加熱を終了し、筒状体12を自然冷却又は冷風を送る等して冷却した後、補修装置60の筒状本体部62の圧縮空気を放出し、補修装置60を撤去する。これにより、既設管100の補修対象箇所100a、100bを含む内面領域が管被覆体10で被覆される。なお、上記補修装置60の光照射手段としては光照射ランプが挙げられる。また、上記加熱手段としては、筒状本体部62を膨張させるための流体として蒸気を使用したり、ヒーターや加熱用赤外線ランプ等を補修装置60の内部に設置する等して構成することができる。   Then, after irradiating light or heating and cooling the cylindrical body 12 by natural cooling or sending cool air, the compressed air of the cylindrical main body part 62 of the repairing device 60 is discharged, and the repairing device 60 is removed. . Thereby, the inner surface area | region including the repair object location 100a, 100b of the existing pipe | tube 100 is coat | covered with the pipe | tube covering 10. The light irradiation means of the repair device 60 includes a light irradiation lamp. In addition, the heating means can be configured by using steam as a fluid for expanding the cylindrical main body 62 or by installing a heater, a heating infrared lamp, or the like inside the repairing device 60. .

図4は、補修方法が完了した後の補修構造を示している。以上の方法により形成された補修構造は、止水用水膨張部材14−1、14−2及び非膨張部材16が既設管100と筒状体12との間に設けられ、止水用水膨張部材14−1、14−2と補修対象箇所100a、100bとの間に非膨張部材16が介在することとなる。亀裂100aや既設管100を構成する単位管100−1、100−2同士の離間部100bを介して既設管100内に流入した地下水が非膨張部材16を通過して止水用水膨張部材14−1、14−2に到達すると、止水用水膨張部材14−1、14−2に含まれる水膨張繊維が膨張し、止水性が発揮される。そして、止水用水膨張部材14−1、14−2の水膨張繊維が膨張して、繊維が脆くなったとしても、膨張した繊維は非膨張部材16を補修対象箇所100a、100b方向に通過せず、膨張した繊維が補修対象箇所100a、100b側に移動することが阻止される。したがって、水膨張繊維の流出を防止することができ、止水用水膨張部材14−1、14−2による止水効果を長期にわたって維持することが可能となる。   FIG. 4 shows the repair structure after the repair method is completed. In the repair structure formed by the above method, the water expansion members 14-1 and 14-2 and the non-expansion member 16 are provided between the existing pipe 100 and the tubular body 12, and the water expansion member 14 for water stop is provided. -1,14-2 and the repair target portions 100a and 100b, the non-inflatable member 16 is interposed. Groundwater that has flowed into the existing pipe 100 through the cracks 100a and the spacing portions 100b between the unit pipes 100-1 and 100-2 constituting the existing pipe 100 passes through the non-expandable member 16 and the water expansion member 14- When reaching 1, 14-2, the water expansion fibers contained in the water expansion members 14-1, 14-2 for water stop expand, and water stoppage is exhibited. And even if the water expansion fiber of the water expansion members 14-1 and 14-2 for water stop expands and the fiber becomes brittle, the expanded fiber passes the non-expansion member 16 in the repair target portions 100a and 100b. Therefore, the expanded fiber is prevented from moving to the repair target portions 100a and 100b. Therefore, the outflow of the water expansion fiber can be prevented, and the water stop effect by the water stop water expansion members 14-1 and 14-2 can be maintained over a long period of time.

また、止水用水膨張部材14−1、14−2及び非膨張部材16が圧縮可能な材料から形成されている場合、図示している設置状態では、設置時における押圧力により止水用水膨張部材14−1、14−2及び非膨張部材16が、設置前の状態よりも圧縮した状態で配置されており、その内部の空隙がより少ない状態となっている。そのため、事後的に、筒状体12と既設管100の内面が離れる状況が生じたとしても、その間の空間は復元した止水用水膨張部材14−1、14−2及び非膨張部材16によって満たされるので、既設管100の変形に起因する隙間の形成を防止することができる。また、設置時において、圧縮により止水用水膨張部材14−1、14−2においては空隙が少なくなっていることで、水膨張繊維の膨張により空隙がより閉塞しやすくなり、より早期且つ確実に止水性を得ることができる。   Further, when the water stop water expansion members 14-1 and 14-2 and the non-expansion member 16 are formed of a compressible material, in the illustrated installation state, the water stop water expansion member due to the pressing force at the time of installation. 14-1, 14-2 and the non-expandable member 16 are arranged in a compressed state than the state before the installation, and there are fewer internal voids. Therefore, even if the situation where the cylindrical body 12 and the inner surface of the existing pipe 100 are separated afterwards, the space between them is filled with the restored water-stopping water expansion members 14-1 and 14-2 and the non-expansion member 16. Therefore, the formation of a gap due to the deformation of the existing pipe 100 can be prevented. Moreover, at the time of installation, since the air gap is reduced in the water expansion members 14-1 and 14-2 for water stop due to compression, the air gap is more easily blocked by the expansion of the water expansion fiber, so that it is earlier and more reliably. Water stoppage can be obtained.

したがって、既設管100に変形が生じた場合であっても、既設管100と筒状体12との間に隙間が形成せず、また上述したように止水性が長期に亘り確保されるので、万全な補修構造を得ることができる。なお、本実施の形態では、筒状体用の止水用水膨張部材を筒状体の外周上の2箇所に設けた例を示したが、止水用水膨張部材を3箇所以上に設けてもよい。その場合にはその複数の止水用水膨張部材の間にそれぞれ非膨張部材を設けることができる。   Therefore, even if the existing pipe 100 is deformed, no gap is formed between the existing pipe 100 and the cylindrical body 12, and the water-stopping property is ensured for a long time as described above. A complete repair structure can be obtained. In addition, in this Embodiment, although the example which provided the water expansion member for water stop for cylindrical bodies in two places on the outer periphery of a cylindrical body was shown, even if it provides the water expansion members for water stop in three or more places, Good. In that case, a non-expanding member can be provided between the plurality of water-stopping water expansion members.

図5は、他の実施の形態の補修構造を示す断面図である。図示中、上述した実施の形態と同じ構成には同じ符号で示している。図示のように、止水用水膨張部材14−1、14−2の更に外側、即ち、止水用水膨張部材14−1、14−2をそれぞれ基準として非膨張部材16側とは反対側に、更に、非膨張部材36−1、36−2がそれぞれ設けられている。   FIG. 5 is a cross-sectional view showing a repair structure according to another embodiment. In the figure, the same components as those of the above-described embodiment are indicated by the same reference numerals. As shown in the drawing, on the further outside of the water expansion members 14-1, 14-2 for water stop, that is, on the opposite side to the non-expansion member 16 side with reference to the water expansion members 14-1, 14-2 for water stop, Further, non-expandable members 36-1 and 36-2 are provided, respectively.

非膨張部材36−1、36−2をこの位置にそれぞれ設けることにより次の効果が奏される。すなわち、亀裂100aを介して既設管100内に流入した地下水は、止水用水膨張部材14−1、14−2に達するとここで吸収されて止水用水膨張部材は膨張する。そうすると、膨張した止水用水膨張部材14−1、14−2の繊維は、脆く崩れやすい形態となっている。止水用水膨張部材14−1、14−2の補修対象箇所100a、100b側は非膨張部材16が配置されているので、止水用水膨張部材14−1、14−2の繊維が補修対象箇所100a、100b側に移動することが防止できるものの、その逆側方向に既設管100と筒状体12との間の微小な隙間を介して流出する可能性がある。そのため、更なる非膨張部材36−1、36−2を図示の位置に配置することにより、止水用水膨張部材14−1、14−2の膨張した繊維が補修対象箇所100a、100bとは反対側方向に流れて、筒状体12の端部外周面と既設管100内周面との間の微小な隙間から流出することを防止することが可能となる。   By providing the non-expanding members 36-1 and 36-2 at these positions, the following effects can be obtained. That is, when the groundwater that has flowed into the existing pipe 100 through the crack 100a reaches the water stop water expansion members 14-1 and 14-2, it is absorbed here and the water stop water expansion member expands. Then, the expanded fibers of the water expansion members 14-1 and 14-2 for water stop are in a form that is brittle and easily collapsed. Since the non-expandable member 16 is disposed on the repair target portions 100a and 100b of the water stop water expansion members 14-1 and 14-2, the fibers of the water stop water expansion members 14-1 and 14-2 are repair target portions. Although movement to the 100a and 100b sides can be prevented, it may flow out through a minute gap between the existing pipe 100 and the cylindrical body 12 in the opposite direction. Therefore, by disposing further non-expandable members 36-1 and 36-2 at the illustrated positions, the expanded fibers of the water expansion water expansion members 14-1 and 14-2 are opposite to the repair target portions 100a and 100b. It becomes possible to prevent flowing out from a minute gap between the outer peripheral surface of the end portion of the cylindrical body 12 and the inner peripheral surface of the existing pipe 100 by flowing in the lateral direction.

本発明は上述した既設管に生じた亀裂等の補修対象箇所に対応する管被覆体のみならず、他の部分、例えば、下水道本管と取付管との接続部等の管同士の接続部を被覆する管被覆体であってもよい。図6は、下水道本管と取付管との接続部を被覆するための管被覆体を示す斜視図である。   In the present invention, not only the pipe covering corresponding to the repair target location such as a crack generated in the existing pipe described above, but also other parts, for example, a connecting part between pipes such as a connecting part between a sewer main pipe and a mounting pipe. It may be a tube covering to be coated. FIG. 6 is a perspective view showing a pipe covering body for covering the connecting portion between the sewer main pipe and the attachment pipe.

この管被覆体40は、その主体となる筒状体42を有し、さらに、筒状体42から枝分かれして形成された筒状部43を有する。図1で示した管被覆体10と同様に、止水用水膨張部材44−1、44−2が筒状体42の軸方向端部の外周面上にその全周に亘って周方向に連続して設けられており、止水用水膨張部材44−1、44−2の間には、非膨張部材46−1が筒状体42の外周面上に、筒状部43が形成された部分以外の領域において、全周に亘って周方向に連続して設けられている。   The tube covering body 40 includes a cylindrical body 42 that is a main body thereof, and further includes a cylindrical portion 43 that is branched from the cylindrical body 42. As with the tube covering 10 shown in FIG. 1, the water expansion members 44-1 and 44-2 for water stop are continuously provided on the outer peripheral surface of the axial end of the cylindrical body 42 in the circumferential direction over the entire circumference. The non-expandable member 46-1 is formed on the outer peripheral surface of the tubular body 42 between the water expansion members 44-1 and 44-2 for stopping water. In the other areas, the entire circumference is continuously provided in the circumferential direction.

そして、筒状部43の外周面43a上には、帯状の止水用水膨張部材44−3が全周に亘って周方向に連続して設けられている。また、この止水用水膨張部材44−3の筒状部端部43bとは反対側、即ち、筒状体42側には、止水用水膨張部材44−3よりも水膨張性の低い非膨張部材46−2が筒状部43の外周面上に設けられている。   And on the outer peripheral surface 43a of the cylindrical part 43, the strip-shaped water expansion member 44-3 for water stop is continuously provided in the circumferential direction over the perimeter. Further, on the opposite side of the tubular portion end 43b of the water stop water expansion member 44-3, that is, on the tubular body 42 side, non-expansion having a lower water expandability than the water stop water expansion member 44-3. The member 46-2 is provided on the outer peripheral surface of the cylindrical portion 43.

この管被覆体40を下水道本管と取付管との接続部分に設置した状態を示す概略断面図を図7に示している。図示中、下水道本管100と取付管102との接続部分では、その管同士の境界において地下水が下水道本管100及び取付管102内に流入しやすい状況となっている。   FIG. 7 shows a schematic cross-sectional view showing a state in which the pipe covering body 40 is installed at the connection portion between the sewer main pipe and the attachment pipe. In the drawing, in the connection portion between the sewer main 100 and the attachment pipe 102, groundwater tends to flow into the sewer main 100 and the attachment pipe 102 at the boundary between the pipes.

図示されているように、止水用水膨張材44−1〜3が下水道本管100と筒状体42との間、又は、取付管102と筒状部43との間に配置されているので、上記境界を介して管路内に浸入した地下水が、下水道本管100と筒状体42との間又は取付管102と筒状部43との間やそこに配置されている非膨張部材46−1、46−2を通って止水用水膨張部材44−1〜3に到達すると、これに含まれる水膨張繊維が膨張し、止水性が得られる。非膨張部材46−1、46−2の存在により、既設管100と取付管102との境界側へ膨張した繊維が移動すること阻止されるので、膨張した繊維が他の場所へ移動することはなく、止水機能を長期に亘って維持することができる。なお、本実施の形態においても、図5に示した実施の形態と同様に、更に別の非膨張部材を設けてもよい。例えば、止水用水膨張部材44−3を基準として非膨張部材46−2とは反対側に更に非膨張部材を設けてもよい。   As shown in the drawing, the water expansion members 44-1 to 43-3 for the still water are disposed between the sewer main pipe 100 and the tubular body 42 or between the attachment pipe 102 and the tubular portion 43. The non-expandable member 46 is disposed between the sewer main pipe 100 and the cylindrical body 42, or between the attachment pipe 102 and the cylindrical portion 43, or in the ground water that has entered the pipeline through the boundary. -1 and 46-2, when reaching the water-stopping water expansion members 44-1 to 44-3, the water-expanding fibers contained therein expand and water-stopping properties are obtained. The presence of the non-expanding members 46-1 and 46-2 prevents the expanded fiber from moving to the boundary side between the existing tube 100 and the attachment tube 102, so that the expanded fiber moves to another place. And the water stop function can be maintained over a long period of time. In the present embodiment, another non-inflatable member may be provided in the same manner as the embodiment shown in FIG. For example, a non-expandable member may be further provided on the opposite side of the non-expandable member 46-2 with the water expansion member 44-3 for water stop as a reference.

なお、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。   In addition, this invention is not limited to the structure of said each embodiment, A various deformation | transformation is possible within the range of the summary of invention.

10、40 管被覆体
12、42 筒状体
14−1、14−2、44−1〜3 止水用水膨張部材
16、36−1、36−2、46−1、46−2 非膨張部材
60 補修装置
62 筒状本体部
64 側蓋
66 流体供給管
68 走行手段
10, 40 Tube covering body 12, 42 Cylindrical body 14-1, 14-2, 44-1-3 Water expansion member 16, 36-1, 36-2, 46-1, 46-2 for non-expanding water Non-expandable member 60 Repair Device 62 Cylindrical Main Body 64 Side Cover 66 Fluid Supply Pipe 68 Traveling Means

Claims (6)

既設管の補修対象箇所を内面から被覆して補修するための硬化性樹脂製の筒状体を有する管被覆体において、
前記筒状体の外周面上の少なくとも2箇所に、水膨張繊維を含む筒状体用止水用水膨張部材が周方向に連続して設けられ、
前記2箇所の筒状体用止水用水膨張部材の間の前記筒状体の外周面上に、前記筒状体用止水用水膨張部材よりも水膨張性の低い筒状体用非膨張部材が前記筒状体の外周上にその周方向に連続して設けられたことを特徴とする管被覆体。
In a pipe covering body having a cylindrical body made of a curable resin for covering and repairing a repair target portion of an existing pipe from the inner surface,
At least two locations on the outer peripheral surface of the cylindrical body, a water expansion member for water stop for a cylindrical body containing water expansion fibers is continuously provided in the circumferential direction,
A non-expanding member for tubular body having a lower water expandability than the water expansion member for water stopping for tubular body on the outer peripheral surface of the tubular body between the two water stopping members for water stopping for tubular body. Is provided continuously on the outer periphery of the cylindrical body in the circumferential direction.
前記筒状体は、該筒状体から枝分かれして形成された筒状部を有し、
該筒状部の外周面上に、水膨張繊維を含む筒状部用止水用水膨張部材が周方向に連続して設けられ、
該筒状部用止水用水膨張部材を基準として前記筒状体側に、前記筒状部用止水用水膨張部材よりも水膨張性の低い筒状部用非膨張部材が前記筒状部の外周上にその周方向に連続して設けられたことを特徴とする請求項1に記載の管被覆体。
The cylindrical body has a cylindrical portion formed by branching from the cylindrical body,
On the outer peripheral surface of the cylindrical part, a water expansion member for water stop for a cylindrical part including a water expansion fiber is continuously provided in the circumferential direction,
A non-expandable member for a cylindrical part having a lower water expansion property than the water expansion member for a still water for a cylindrical part is provided on the outer side of the cylindrical part on the side of the cylindrical body with respect to the water expansion member for a waterproof part for a cylindrical part The pipe covering body according to claim 1, wherein the pipe covering body is continuously provided in the circumferential direction.
前記筒状体用止水用水膨張部材を基準として前記筒状体用非膨張部材側とは反対側に、更に、前記筒状体用止水用水膨張部材よりも水膨張性の低い筒状体用非膨張部材が、前記筒状体の外周上にその周方向に連続して設けられたことを特徴とする請求項1又は2に記載の管被覆体。   On the opposite side of the tubular body non-expandable member side with respect to the water stop member for water stoppage for the tubular body, a tubular body having a lower water expandability than the water stop member for water stop for the tubular body. The tube covering body according to claim 1 or 2, wherein the non-expandable member is continuously provided on the outer periphery of the cylindrical body in the circumferential direction. 前記筒状部用止水用水膨張部材を基準として前記筒状部用非膨張部材側とは反対側に、更に、前記筒状部用止水用水膨張部材よりも水膨張性の低い筒状部用非膨張部材が、前記筒状部の外周上にその周方向に連続して設けられたことを特徴とする請求項2を引用する請求項3に記載の管被覆体。   On the opposite side of the tubular portion non-expandable member side with respect to the water stop member for water stop for the tubular portion, the tubular portion having a lower water expandability than the water stop member for water stop for the tubular portion. The tube covering according to claim 3, wherein the non-expandable member is continuously provided on the outer periphery of the cylindrical portion in the circumferential direction. 既設管の補修対象箇所を補修するための既設管補修方法であって、
請求項1〜4の何れか1項に記載の管被覆体を前記筒状体が未硬化の状態で導入する導入工程と、
前記導入された管被覆体を前記既設管の内面に押圧する押圧工程と、
前記管被覆体の筒状体を硬化する硬化工程と、
を含む既設管補修方法。
An existing pipe repair method for repairing a repair target part of an existing pipe,
An introducing step of introducing the tube covering body according to any one of claims 1 to 4 in a state where the tubular body is uncured,
A pressing step of pressing the introduced tube covering against the inner surface of the existing tube;
A curing step of curing the tubular body of the tube covering;
Existing pipe repair methods including
補修対象箇所が生じた既設管の内側に請求項1〜4の何れか1項の管被覆体が設置されたことを特徴とする既設管補修構造。   An existing pipe repair structure in which the pipe covering body according to any one of claims 1 to 4 is installed inside an existing pipe where a repair target portion has occurred.
JP2015164442A 2015-08-24 2015-08-24 Pipe covering body, and repairing method and repair structure using the same Pending JP2017042919A (en)

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