JP2014070435A - Method for repairing pipe conduit - Google Patents

Method for repairing pipe conduit Download PDF

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JP2014070435A
JP2014070435A JP2012217800A JP2012217800A JP2014070435A JP 2014070435 A JP2014070435 A JP 2014070435A JP 2012217800 A JP2012217800 A JP 2012217800A JP 2012217800 A JP2012217800 A JP 2012217800A JP 2014070435 A JP2014070435 A JP 2014070435A
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members
wall surface
reinforcing
pipe line
holding
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JP6018866B2 (en
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Hitoshi Yoshida
仁 吉田
Shinji Sekine
伸二 関根
Koji Aso
孝治 麻生
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Ashimori Industry Co Ltd
Ashimori Engineering Co Ltd
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Ashimori Industry Co Ltd
Ashimori Engineering Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To precisely and easily position a plurality of reinforcement members which are arranged along a lengthwise direction of a pipe conduit in the circumferential direction of the pipe conduit, when repairing the pipe conduit.SOLUTION: A plurality of holding members 31a, 31b arranged in the lengthwise direction of a pipe conduit P are attached to an inner wall surface P1 of the pipe conduit P, and substantially circular column-shaped reference members 33a, 33b extending in a lengthwise direction of the pipe conduit P are attached to the plurality of holding members 31a, 31b, respectively. Then, mutually corresponding recesses 13 of members 2a, 2b forming each of a plurality of reinforcement members 2 arranged along the lengthwise direction of the pipe conduit P are respectively engaged with the reference members 33a, 33b, thereby positioning the members 2a, 2b in the circumferential direction of the pipe conduit P, and the members 2a, 2b are fixed to the inner wall surface P1. Then, the remaining members forming the reinforcement members 2 are attached to the members 2a, 2b and each member is fixed to the inner wall surface P1 to complete the reinforcement members 2.

Description

本発明は、既設管路の内壁面の補修を行う管路の補修方法に関する。   The present invention relates to a pipe line repair method for repairing an inner wall surface of an existing pipe line.

特許文献1では、既設管路を補修するために、まず、当該管路の内壁面にその周方向に沿って延びたリング状の補強部材を、当該管路の長さ方向に沿ってほぼ等間隔に複数配置するとともに、これら複数の補強部材同士を、管路の長さ方向に沿って延びた複数の連結部材によって連結する。各補強部材には、それぞれ、その内周面に、管路の周方向に沿って配列された複数の凹部(嵌合部)が形成されている。そして、上述したように、管路内に複数の補強部材を配置した後、複数の補強部材にまたがって管路の長さ方向に延びた、略コの字の断面形状を有する複数の被覆部材(内面部材)を、補強部材の隣接する2つの凹部にまたがるように取り付ける。これにより、管路の内壁面が被覆部材で覆われ、既設管路が補修される。   In Patent Document 1, in order to repair an existing pipeline, first, a ring-shaped reinforcing member that extends along the circumferential direction of the inner wall surface of the pipeline is substantially equal along the length direction of the pipeline. A plurality of reinforcing members are arranged at intervals, and the plurality of reinforcing members are connected to each other by a plurality of connecting members extending along the length direction of the pipe line. Each reinforcing member is formed with a plurality of concave portions (fitting portions) arranged along the circumferential direction of the pipeline on the inner peripheral surface thereof. And as above-mentioned, after arrange | positioning several reinforcement members in a pipe line, it extended in the length direction of the pipe line across several reinforcement members, and several coating | coated member which has a substantially U-shaped cross-sectional shape (Inner surface member) is attached so as to straddle two adjacent concave portions of the reinforcing member. As a result, the inner wall surface of the pipeline is covered with the covering member, and the existing pipeline is repaired.

特開2009−14092号公報JP 2009-14092 A

ここで、特許文献1では、上述したように、補強部材の凹部に、複数の補強部材にまたがって延びた被覆部材を取り付けるため、複数の補強部材の互いに対応する凹部が、管路の長さ方向から見て同じ位置に位置している必要がある。そして、そのためには、部材を管路内に配置する際に、補強部材の管路の周方向における位置決めを正確に行う必要がある。このとき、例えば、各補強部材について、個別に管路の内壁面からの距離などを測定し、その測定結果に基づいて位置決めを行うなどすると、管路の長さが長い場合などに、作業時間が膨大なものとなってしまう。   Here, in Patent Document 1, as described above, in order to attach the covering member extending across the plurality of reinforcing members to the concave portion of the reinforcing member, the corresponding concave portions of the plurality of reinforcing members have the length of the pipe line. It must be located at the same position when viewed from the direction. For this purpose, it is necessary to accurately position the reinforcing member in the circumferential direction of the pipe when the member is disposed in the pipe. At this time, for example, when the distance from the inner wall surface of the pipe line is individually measured for each reinforcing member and positioning is performed based on the measurement result, the work time is increased when the length of the pipe line is long. Will become enormous.

また、管路は経年劣化などにより部分毎にその形状が異なってしまうこともあり、このような場合に、補強部材を、管路の内壁面を基準として位置決めを行うと、複数の補強部材の互いに対応する凹部の位置が、管路の長さ方向から見て互いにずれてしまう虞がある。   In addition, the shape of the pipe may be different for each part due to deterioration over time, etc.In such a case, if the reinforcing member is positioned with reference to the inner wall surface of the pipe, the plurality of reinforcing members The positions of the concave portions corresponding to each other may be shifted from each other when viewed from the length direction of the pipe line.

本発明の目的は、管路の長さ方向に沿って配列される複数の補強部材の、管路の周方向における位置決めを、精度よく且つ簡単に行うことが可能な管路の補修方法を提供することである。   An object of the present invention is to provide a pipe repair method capable of accurately and easily positioning a plurality of reinforcing members arranged along the pipe length in the circumferential direction of the pipe. It is to be.

第1の発明に係る管路の補修方法は、管路の内壁面に、それぞれが前記管路の周方向に沿って延びた複数の補強部材を、前記管路の長さ方向に沿って間隔をあけて取り付ける補強部材取付工程と、前記複数の補強部材によって形成される枠に前記管路の内壁面を覆う複数の被覆部材を取り付ける被覆部材取付工程と、を備えた管路の補修方法であって、前記補強部材取付工程が、前記内壁面に、前記複数の補強部材に共通の、前記複数の補強部材の前記管路の周方向における位置の基準となる基準部材を取り付ける基準部材取付工程と、前記基準部材を用いて、前記複数の補強部材位置決めを行う位置決め工程と、位置決めされた前記複数の補強部材を、前記内壁面に固定する固定工程と、を備えていることを特徴とする。   In the pipe line repair method according to the first aspect of the present invention, a plurality of reinforcing members each extending along the circumferential direction of the pipe line are spaced along the length direction of the pipe line on the inner wall surface of the pipe line. A method for repairing a pipe line, comprising: a reinforcing member attaching step for attaching the cover member; and a covering member attaching step for attaching a plurality of covering members covering an inner wall surface of the pipe line to a frame formed by the plurality of reinforcing members. The reinforcing member attaching step attaches to the inner wall surface a reference member that is common to the plurality of reinforcing members and serves as a reference for the positions of the plurality of reinforcing members in the circumferential direction of the pipe line. And a positioning step for positioning the plurality of reinforcing members using the reference member, and a fixing step for fixing the plurality of positioned reinforcing members to the inner wall surface. .

本発明によると、複数の補強部材に共通の基準部材を基準として各補強部材の位置決めを行うため、各補強部材を、それぞれ個別に、内壁面を基準として位置決めを行う場合と比較して、補強部材の管路の内壁面に対する位置決めを簡単に行うことができる。また、複数の補強部材の互いの位置関係を正確なものとすることができる。   According to the present invention, since each reinforcing member is positioned based on a reference member common to a plurality of reinforcing members, each reinforcing member is individually reinforced compared to the case where positioning is performed based on the inner wall surface. The member can be easily positioned with respect to the inner wall surface of the pipe line. In addition, the positional relationship between the plurality of reinforcing members can be made accurate.

第2の発明に係る管路の補修方法は、第1の発明に係る管路の補修方法において、前記基準部材が、前記管路の長さ方向に沿って延びた棒状の部材であって、前記補強部材取付工程が、前記基準部材取付工程よりも前に、前記内壁面に、前記管路の長さ方向において、前記複数の補強部材よりも大きな間隔で、前記基準部材を保持するための複数の保持部材を取り付ける保持部材取付工程をさらに備え、前記基準部材取付工程において、前記基準部材を前記複数の保持部材に取り付けることによって、前記基準部材を前記内壁面に取り付けることを特徴とする。   A pipeline repair method according to a second invention is the pipeline repair method according to the first invention, wherein the reference member is a rod-shaped member extending along the length direction of the pipeline, The reinforcing member attaching step is for holding the reference member at a larger interval than the plurality of reinforcing members in the length direction of the pipe line on the inner wall surface before the reference member attaching step. A holding member attaching step for attaching a plurality of holding members is further provided, and in the reference member attaching step, the reference member is attached to the inner wall surface by attaching the reference member to the plurality of holding members.

本発明によると、基準部材が、管路の長さ方向に延びた棒状の部材である場合に、複数の保持部材を精度よく位置決めして内壁面に取り付け、保持部材に基準部材を取り付けることにより、基準部材の内壁面に対する位置決めを精度よく行うことができる。   According to the present invention, when the reference member is a rod-like member extending in the length direction of the pipe line, the plurality of holding members are accurately positioned and attached to the inner wall surface, and the reference member is attached to the holding member. The positioning of the reference member with respect to the inner wall surface can be performed with high accuracy.

第3の発明に係る管路の補修方法は、第2の発明に係る管路の補修方法において、前記補強部材取付工程が、前記管路内に、前記管路の長さ方向における互いに離隔した2点において位置決めされた糸を張る糸張り工程をさらに備え、前記保持部材取付工程において、前記糸の位置を基準として、前記複数の保持部材のうち少なくとも一部の保持部材を前記内壁面に取り付けることを特徴とする。   A pipeline repair method according to a third invention is the pipeline repair method according to the second invention, wherein the reinforcing member attaching step is separated from each other in the length direction of the pipeline in the pipeline. And further comprising a yarn tensioning step of tensioning the yarns positioned at two points, and in the holding member attaching step, at least some of the holding members among the plurality of holding members are attached to the inner wall surface based on the position of the yarn. It is characterized by that.

本発明によると、管路の長さ方向に沿って延びた糸を張り、この糸の位置を基準として保持部材を管路の内壁面に取り付けるため、これらの保持部材を個別に内壁面に対して位置決めして管路の内壁面に取り付ける場合と比較して、保持部材の取付を簡単に行うことができる。   According to the present invention, a thread extending along the length direction of the pipe line is stretched, and the holding member is attached to the inner wall surface of the pipe line with reference to the position of this thread. Therefore, the holding member can be easily attached as compared with the case where it is positioned and attached to the inner wall surface of the conduit.

第4の発明に係る管路の補修方法は、第1〜第3のいずれかの発明に係る管路の補修方法において、前記補強部材取付工程が、前記固定工程の後、前記基準部材を前記管路の内壁面から取り外す取り外し工程をさらに備えていることを特徴とする。   A pipeline repair method according to a fourth aspect of the present invention is the pipeline repair method according to any one of the first to third aspects of the invention, wherein the reinforcing member attaching step is configured to fix the reference member after the fixing step. It is further provided with the removal process removed from the inner wall face of a pipe line.

本発明によると、補強部材を管路の内壁面に固定した後、基準部材を取り外すため、被覆部材を取り付ける際に基準部材が邪魔になることがない。   According to the present invention, since the reference member is removed after the reinforcing member is fixed to the inner wall surface of the conduit, the reference member does not get in the way when the covering member is attached.

第5の発明に係る管路の補修方法は、第4の発明に係る管路の補修方法において、前記補強部材には、前記複数の被覆部材を取り付けるための複数の凹部が、前記管路の周方向に沿って複数形成されており、前記基準部材は、前記凹部と係合可能に構成されており、前記位置合わせ工程において、前記複数の補強部材の互いに対応する凹部を、前記基準部材に係合させることによって、前記複数の補強部材の位置決めを行うことを特徴とする。   A pipe line repair method according to a fifth aspect of the present invention is the pipe line repair method according to the fourth aspect of the present invention, wherein the reinforcing member has a plurality of recesses for attaching the plurality of covering members. A plurality of reference members are formed along the circumferential direction, and the reference member is configured to be engageable with the recesses. In the alignment step, the corresponding recesses of the plurality of reinforcing members are formed in the reference member. The plurality of reinforcing members are positioned by engaging with each other.

本発明によると、補強部材の被覆部材を取り付けるための凹部を、基準部材に係合させることによって、補強部材の位置決めを行うことができるため、補強部材に基準部材を取り付けるための部分を別途設ける必要がない。   According to the present invention, since the reinforcing member can be positioned by engaging the recess for attaching the covering member of the reinforcing member with the reference member, a portion for attaching the reference member to the reinforcing member is separately provided. There is no need.

第6の発明に係る管路の補修方法は、第5の発明に係る管路の補修方法において、前記基準部材が、前記凹部と係合可能な略円柱形状の部材であることを特徴とする。   A pipeline repair method according to a sixth invention is the pipeline repair method according to the fifth invention, wherein the reference member is a substantially cylindrical member that can be engaged with the recess. .

本発明によると、補強部材の凹部に係合可能な基準部材を容易に形成することができる。   According to the present invention, the reference member that can be engaged with the concave portion of the reinforcing member can be easily formed.

本発明によれば、複数の補強部材に共通の基準部材を基準として各補強部材の位置決めを行うため、各補強部材を、それぞれ個別に、内壁面を基準として位置決めを行う場合と比較して、補強部材の管路の内壁面に対する位置決めを簡単に行うことができる。また、複数の補強部材の互いの位置関係を正確なものとすることができる。   According to the present invention, in order to position each reinforcing member with reference to a reference member common to a plurality of reinforcing members, each reinforcing member is individually compared with the case where positioning is performed with reference to the inner wall surface, The reinforcing member can be easily positioned with respect to the inner wall surface of the pipe line. In addition, the positional relationship between the plurality of reinforcing members can be made accurate.

補修済みの管路の、長さ方向を含む鉛直面に沿った断面図である。It is sectional drawing along the perpendicular surface containing the length direction of the pipe line after repair. 図1に断面で示される筒状の内張り材を拡大した図であり、上半分が内張り材を内側から見た図、下半分が内張り材を外側から見た図である。It is the figure which expanded the cylindrical lining material shown by the cross section in FIG. 1, the upper half is the figure which looked at the lining material from the inside, and the lower half is the figure which looked at the lining material from the outside. 図2のIII−III線断面図である。It is the III-III sectional view taken on the line of FIG. 図3のA部拡大図である。It is the A section enlarged view of FIG. 図2の内張り材を構成する補強部材を示す図である。It is a figure which shows the reinforcement member which comprises the lining material of FIG. 両端の保持部材を配置する工程を示す図である。It is a figure which shows the process of arrange | positioning the holding member of both ends. 水糸を張り、水糸を基準として残りの保持部材を取り付ける工程を示す図である。It is a figure which shows the process of extending | stretching a water thread and attaching the remaining holding member on the basis of a water thread. 保持部材に基準部材を取り付ける工程を示す図である。It is a figure which shows the process of attaching a reference | standard member to a holding member. 基準部材に補強部材を取り付ける工程を示す図である。It is a figure which shows the process of attaching a reinforcement member to a reference member. 図9(a)のB部拡大図である。It is the B section enlarged view of Drawing 9 (a). (a)が補強部材の残りの部分を取り付ける工程を示す図であり、(b)が保持部材及び基準部材を取り外す工程を示す図である。(A) is a figure which shows the process of attaching the remaining part of a reinforcement member, (b) is a figure which shows the process of removing a holding member and a reference | standard member. 一変形例における図10(a)相当の図である。It is a figure equivalent to Fig.10 (a) in one modification.

以下、本発明の好適な実施の形態について説明する。   Hereinafter, preferred embodiments of the present invention will be described.

本実施の形態は、地中に埋設された下水道管など、既設の管路の内壁面を内張りして被覆することによって、当該管路の内壁面を補修する場合に本発明を適用した一例である。本実施の形態は、管路の径が1.5m〜2.0m程度の比較的大径の管路を対象としており、図1に示すマンホールHから管路P内に各種部材を搬入して内張り材1を組み立て、管路P内の所定の補修空間において、内張り材1により管路Pの内壁面P1をその全周にわたって被覆することによって補修を行う。   This embodiment is an example in which the present invention is applied when the inner wall surface of an existing pipe line is repaired by lining the inner wall surface of an existing pipe line, such as a sewer pipe buried in the ground. is there. This embodiment is intended for a relatively large-diameter pipe having a pipe diameter of about 1.5 m to 2.0 m. Various members are carried into the pipe P from the manhole H shown in FIG. The lining material 1 is assembled, and repair is performed by covering the inner wall surface P1 of the pipeline P with the lining material 1 over the entire circumference in a predetermined repair space in the pipeline P.

内張り材1の構造について説明する。内張り材1は、図2〜図5に示すように、複数の補強部材2と、複数の内面部材3(被覆部材)とを備えている。   The structure of the lining material 1 will be described. 2 to 5, the lining material 1 includes a plurality of reinforcing members 2 and a plurality of inner surface members 3 (covering members).

図3に示すように、補強部材2は、図3における、管路Pの内壁面P1の右側部、左側部、下部及び上部に沿ってそれぞれ配される4つの部材2a、2b、2c、2dからなるリング状の部材であり、これら4つの部材2a〜2dは、図5に示される結合部材11によって周方向に連結されている。なお、部材2a〜2dは、炭素鋼、ステンレス鋼、硬質合成樹脂等の剛性の高い材料で形成されている。また、図2、図5に示すように、複数のリング状の補強部材2が管路Pの長さ方向に互いに間隔D1の間隔で配設されてアンカー部材35によって管路Pの内壁面P1に固定されているとともに、互いに隣り合う補強部材2同士がパイプ状の複数の連結部材12によって連結されている。これにより、複数のリング状の補強部材2が一体化されて筒状の補強枠体を構成している。   As shown in FIG. 3, the reinforcing member 2 includes four members 2a, 2b, 2c, and 2d arranged along the right side, left side, lower portion, and upper portion of the inner wall surface P1 of the pipe P in FIG. These four members 2a to 2d are connected in the circumferential direction by a coupling member 11 shown in FIG. The members 2a to 2d are made of a highly rigid material such as carbon steel, stainless steel, or hard synthetic resin. As shown in FIGS. 2 and 5, a plurality of ring-shaped reinforcing members 2 are arranged at intervals of a distance D1 in the length direction of the pipeline P, and the inner wall surface P1 of the pipeline P by the anchor member 35. The reinforcing members 2 adjacent to each other are coupled to each other by a plurality of pipe-shaped coupling members 12. Thereby, the some ring-shaped reinforcement member 2 is integrated and the cylindrical reinforcement frame body is comprised.

図3、図4に示すように、補強部材2(部材2a〜2d)の内周面には、複数の凹部13が周方向に沿って間隔を空けて形成され、これら複数の凹部13には、隣接する2以上の補強部材2にまたがって管路Pの長さ方向に延びた複数の嵌合部材4がそれぞれ嵌合されている。さらに、補強部材2の内面には、隣接する2以上の補強部材2にまたがって管路Pの長さ方向に延びた複数の内面部材3が周方向に並べて配されている。内面部材3は、図4に示すように、1つの嵌合部材4に、周方向に隣接する2つの内面部材3の端部が接した状態で嵌合することで、補強部材2の内面に固定されている。   As shown in FIGS. 3 and 4, a plurality of recesses 13 are formed at intervals along the circumferential direction on the inner peripheral surface of the reinforcing member 2 (members 2 a to 2 d). A plurality of fitting members 4 extending in the length direction of the pipeline P across two or more adjacent reinforcing members 2 are respectively fitted. Furthermore, on the inner surface of the reinforcing member 2, a plurality of inner surface members 3 extending in the length direction of the pipeline P across two or more adjacent reinforcing members 2 are arranged side by side in the circumferential direction. As shown in FIG. 4, the inner surface member 3 is fitted to the inner surface of the reinforcing member 2 by fitting with one fitting member 4 in a state where the ends of two inner surface members 3 adjacent to each other in the circumferential direction are in contact with each other. It is fixed.

なお、嵌合部材4及び内面部材3の材質は、耐腐食性に優れ、軽量で施工性にも優れ、かつコストも安価なポリエチレン樹脂をはじめとするオレフィン系等の熱可塑性樹脂や、不飽和ポリエステル樹脂をはじめとする熱硬化性樹脂とすることが好ましいが、より強度の高い繊維強化プラスチック、難燃性を有する熱可塑性樹脂、ステンレス鋼をはじめとする金属とすることもできる。   Note that the material of the fitting member 4 and the inner surface member 3 is excellent in corrosion resistance, lightweight, excellent in workability, and low in cost, such as thermoplastic resin such as olefin, such as polyethylene resin, unsaturated. Although it is preferable to use a thermosetting resin such as a polyester resin, a metal such as a fiber reinforced plastic having higher strength, a thermoplastic resin having flame retardancy, or stainless steel may be used.

また、内面部材3、及び、この内面部材3を補強部材2に取り付ける嵌合部材4は、それぞれ管路Pの長さ方向に複数本連結されており、これによって内面部材3が補修区間の全長にわたって管路Pの内面を覆うようになっている。複数の内面部材3や嵌合部材4を管路Pの長さ方向に連結する方法の詳細については説明を省略するが、例えば、特開2002−310378号公報や特開2009−14092号公報に記載されているように、1つの連結材の両端部に、2つの内面部材3(嵌合部材4)の端部をそれぞれ挿入して両者を連結する方法を採用することができる。   Moreover, the inner surface member 3 and the fitting member 4 which attaches this inner surface member 3 to the reinforcement member 2 are each connected with two or more by the length direction of the pipe line P, Thereby, the inner surface member 3 is the full length of a repair area. The inner surface of the pipe P is covered. Details of a method of connecting the plurality of inner surface members 3 and the fitting members 4 in the length direction of the pipe P are omitted, but for example, in Japanese Patent Laid-Open No. 2002-310378 and Japanese Patent Laid-Open No. 2009-14092. As described, it is possible to employ a method in which the ends of two inner surface members 3 (fitting members 4) are respectively inserted into both ends of one connecting member to connect them.

次に、上記内張り材1を用いて管路Pを補修する方法について説明する。   Next, a method for repairing the pipeline P using the lining material 1 will be described.

内張り材1を用いて管路Pを補修するためには、まず、図6(a)、(b)に示すように、内壁面P1の一部である管路Pの図3の方向から見て右側の側壁面P1aの、上記補修区間(図1参照)の両端部に位置する部分に、それぞれ、保持部材31aを取り付ける。保持部材31aは、山形鋼などの略L字の部材であり、折れ曲がり部分を挟んだ2つの部分のうち、一方の部分が、側壁面P1aへの固定を行うための固定部41となっており、他方の部分が、後述する基準部材33a、33bを取り付けるための取付部42となっている。そして、保持部材31aを、固定部41が管路Pの側壁面P1aに沿って延び、取付部42が側壁面P1aから管路Pの内側に向かって略水平に延びるように配置した状態で、アンカー部材32により、固定部41を側壁面P1aに固定する。このとき、2つの保持部材31aが、管路Pの長さ方向から見て同じ位置にくるように保持部材31aを取り付ける。   In order to repair the pipeline P using the lining material 1, first, as shown in FIGS. 6A and 6B, the pipeline P, which is a part of the inner wall surface P1, is viewed from the direction of FIG. The holding members 31a are respectively attached to portions of the right side wall surface P1a located at both ends of the repair section (see FIG. 1). The holding member 31a is a substantially L-shaped member such as angle steel, and one of the two portions sandwiching the bent portion serves as a fixing portion 41 for fixing to the side wall surface P1a. The other portion serves as an attachment portion 42 for attaching reference members 33a and 33b described later. Then, the holding member 31a is arranged in such a manner that the fixing portion 41 extends along the side wall surface P1a of the pipeline P, and the attachment portion 42 extends substantially horizontally from the side wall surface P1a toward the inside of the pipeline P. The fixing portion 41 is fixed to the side wall surface P1a by the anchor member 32. At this time, the holding member 31a is attached so that the two holding members 31a are at the same position when viewed from the length direction of the pipe line P.

また、上述したのと同様にして、内壁面P1の一部である管路Pの図3の方向から見て左側の側壁面P1bにも2つの保持部材31bを取り付ける。   Further, in the same manner as described above, the two holding members 31b are also attached to the left side wall surface P1b of the pipe line P which is a part of the inner wall surface P1 when viewed from the direction of FIG.

次に、図7(a)に示すように、側壁面P1aに取り付けた2つの保持部材31aの間に水平線を示す水糸Yを張る(糸配置工程)。続いて、図7(b)に示すように、管路Pの側壁面P1aの上記2つの保持部材31aの間に位置する部分に、取り付けられた後の補強部材2同士の間隔D1よりも大きい間隔D2で、ほぼ等間隔に複数の保持部材31aを取り付ける(保持部材取付工程)。このとき、水糸Yを基準として各保持部材31aを取り付けることにより、全ての保持部材31aを、管路Pの長さ方向から見て完全に重なるように管路Pの側壁面P1aに取り付けることができる。   Next, as shown in FIG. 7A, a water yarn Y indicating a horizontal line is stretched between the two holding members 31a attached to the side wall surface P1a (yarn arranging step). Subsequently, as shown in FIG. 7 (b), it is larger than the interval D1 between the reinforcing members 2 after being attached to the portion located between the two holding members 31a of the side wall surface P1a of the pipe P. A plurality of holding members 31a are attached at substantially equal intervals with the interval D2 (holding member attaching step). At this time, by attaching each holding member 31a with the water yarn Y as a reference, all the holding members 31a are attached to the side wall surface P1a of the pipeline P so as to be completely overlapped when viewed from the length direction of the pipeline P. Can do.

また、側壁面P1bに取り付けられた2つの保持部材31bの間にも、上述したのと同様にして水糸Yを張り、水糸Yを基準として、側壁面P1bの2つの保持部材31bの間に位置する部分に、複数の保持部材31bを取り付ける。そして、全ての保持部材31a、31bの取付が完了した後、水糸Yを取り外す。   Further, between the two holding members 31b attached to the side wall surface P1b, the water yarn Y is stretched in the same manner as described above, and the water yarn Y is used as a reference between the two holding members 31b on the side wall surface P1b. A plurality of holding members 31b are attached to the portion located at the position. And after attachment of all the holding members 31a and 31b is completed, the water yarn Y is removed.

次に、図8(a)、(b)に示すように、側壁面P1aに取り付けられた複数の保持部材31aのうち、隣接して配置される2以上の保持部材31aの取付部42の上面に、これら2以上の保持部材31aにまたがって管路Pの長さ方向に延びた略円柱形状(棒状)の基準部材33aを配置し、図示しないシャコ型万力などを用いて、基準部材33aをこれら2以上の保持部材31aに取り付ける。また、同様にして、側壁面P1bに取り付けられた複数の保持部材31bのうち、隣接して配置される2以上の保持部材31bにも、基準部材33aと同様の基準部材33bを取り付ける。ここで、基準部材33a、33bは、管路PにつながるマンホールHから管路P内に導入可能な長さ(例えば、5m程度)を有するものである。   Next, as shown in FIGS. 8A and 8B, among the plurality of holding members 31a attached to the side wall surface P1a, the upper surface of the attaching portion 42 of two or more holding members 31a arranged adjacent to each other. In addition, a substantially columnar (bar-shaped) reference member 33a extending in the length direction of the pipe line P is disposed across the two or more holding members 31a, and a reference member 33a is used by using a shrunk-type vise not shown. Are attached to the two or more holding members 31a. Similarly, a reference member 33b similar to the reference member 33a is attached to two or more holding members 31b arranged adjacent to each other among the plurality of holding members 31b attached to the side wall surface P1b. Here, the reference members 33a and 33b have a length (for example, about 5 m) that can be introduced into the pipe P from the manhole H connected to the pipe P.

次に、図9、図10に示すように、複数の補強部材2の部材2aの互いに対応する凹部13を、それぞれ、基準部材33aに係合させることによって、複数の部材2aを、管路Pの長さ方向に間隔D1ずつあけて配置する。このとき、複数の部材2aは、互いに対応する凹部13が基準部材33aと係合することにより、管路Pの長さ方向において互いに対応する凹部13が、管路Pの長さ方向から見て同じ位置にくるように、管路Pの周方向において位置決めされる。そして、管路Pの周方向において位置決めされた複数の部材2aをアンカー部材35によって管路Pの側壁面P1aに固定する。   Next, as shown in FIGS. 9 and 10, by engaging the corresponding recesses 13 of the members 2a of the plurality of reinforcing members 2 with the reference members 33a, the members 2a are connected to the pipes P. Are arranged at intervals of D1 in the length direction. At this time, in the plurality of members 2a, the concave portions 13 corresponding to each other are engaged with the reference member 33a, so that the concave portions 13 corresponding to each other in the length direction of the pipeline P are viewed from the length direction of the pipeline P. It is positioned in the circumferential direction of the pipe P so as to be at the same position. Then, the plurality of members 2 a positioned in the circumferential direction of the pipeline P are fixed to the side wall surface P 1 a of the pipeline P by the anchor member 35.

同様に、複数の補強部材2の部材2bの互いに対応する凹部13を、それぞれ、基準部材33bに係合させることによって、複数の部材2bを、管路Pの周方向において位置決めしつつ、管路Pの長さ方向にほぼ等間隔に配置する。そして、位置決めされた複数の部材2bをアンカー部材35によって管路Pの側壁面P1bに固定する。   Similarly, by engaging the recesses 13 corresponding to each other of the members 2b of the plurality of reinforcing members 2 with the reference member 33b, respectively, while positioning the plurality of members 2b in the circumferential direction of the pipeline P, the pipelines They are arranged at almost equal intervals in the length direction of P. Then, the plurality of positioned members 2b are fixed to the side wall surface P1b of the pipe line P by the anchor member 35.

なお、本実施の形態では、部材2a、2bの凹部13を、それぞれ、基準部材33a、33bに係合させることによって、部材2a、2bの管路Pの周方向における位置決めを行う工程が、本発明に係る位置決め工程に相当する。   In the present embodiment, the step of positioning the members 2a and 2b in the circumferential direction of the pipe P by engaging the concave portions 13 of the members 2a and 2b with the reference members 33a and 33b, respectively, This corresponds to the positioning step according to the invention.

次に、図11(a)に示すように、部材2a、2bに部材2c、2dを取り付けることによって補強部材2を形成するとともに、部材2c、2dを、アンカー部材35によって管路Pの内壁面P1に固定する。また、これと並行して、連結部材12により、補強部材2同士を連結させる。なお、本実施の形態では、アンカー部材35により、部材2a〜2dを内壁面P1に固定する工程が、本発明に係る固定工程に相当する。また、上述の保持部材31a、31bの取付から、アンカー部材35による補強部材2の固定までの工程を合わせたものが、本発明に係る補強部材取付工程に相当する。   Next, as shown in FIG. 11A, the reinforcing member 2 is formed by attaching the members 2c and 2d to the members 2a and 2b, and the members 2c and 2d are connected to the inner wall surface of the pipe P by the anchor member 35. Fix to P1. In parallel with this, the reinforcing members 2 are connected to each other by the connecting member 12. In the present embodiment, the step of fixing the members 2a to 2d to the inner wall surface P1 by the anchor member 35 corresponds to the fixing step according to the present invention. Moreover, what combined the process from attachment of the above-mentioned holding member 31a, 31b to fixation of the reinforcement member 2 by the anchor member 35 is equivalent to the reinforcement member attachment process which concerns on this invention.

そして、この後、基準部材33a、33bが配置されている領域内において、アンカー部材35による部材2c、2dの固定が完了したとき(補強部材2の取付が完了したとき)に、基準部材33a、33bの保持部材31a、31bへの固定を解除するとともに、基準部材33a、33bを管路Pの長さ方向にずらして(アンカー部材35による部材2c、2dの固定が完了した領域から取り外して)、次に補強部材2を取り付ける領域まで移動させる。また、図11(b)に示すように、アンカー部材35による部材2c、2dの固定が完了した領域に配置された保持部材31a、31bを管路Pの内壁面P1から取り外す。   After that, when the fixing of the members 2c and 2d by the anchor member 35 is completed in the region where the reference members 33a and 33b are arranged (when the attachment of the reinforcing member 2 is completed), the reference members 33a, 33b is fixed to the holding members 31a and 31b, and the reference members 33a and 33b are shifted in the length direction of the pipe line P (removed from the region in which the fixing of the members 2c and 2d by the anchor member 35 is completed). Next, the reinforcing member 2 is moved to a region where it is attached. Further, as shown in FIG. 11 (b), the holding members 31 a and 31 b arranged in the region where the fixing of the members 2 c and 2 d by the anchor member 35 is completed is removed from the inner wall surface P 1 of the pipe line P.

なお、本実施の形態では、上述の基準部材33a、33bをずらし、保持部材31a、31bを取り外す工程が、本発明に係る取り外し工程に相当する。そして、管路Pの長さ方向にずらされた基準部材33a、33bが配置された領域において、上述したのと同様にして、部材2a〜2dの内壁面P1への取付を行う。   In the present embodiment, the step of displacing the reference members 33a and 33b and removing the holding members 31a and 31b corresponds to the removing step according to the present invention. And in the area | region where the reference members 33a and 33b shifted in the length direction of the pipe line P are disposed, the members 2a to 2d are attached to the inner wall surface P1 in the same manner as described above.

一方、補強部材2の取付が完了し、保持部材31a、31bが取り外された領域においては、連結部材12により互いに連結された複数の補強部材2によって形成された枠に、図3などに示すように、嵌合部材4及び内面部材3を取り付けることによって、管路Pの内壁面P1を被覆して(被覆部材取付工程)、内張り材1を完成させる。そして、内張り材1の完成後、内張り材1と管路Pの内壁面P1との間の隙間にモルタルなどを充填することにより、当該隙間を埋める。   On the other hand, in the area where the attachment of the reinforcing member 2 is completed and the holding members 31a and 31b are removed, the frame formed by the plurality of reinforcing members 2 connected to each other by the connecting member 12 is as shown in FIG. Further, by attaching the fitting member 4 and the inner surface member 3, the inner wall surface P1 of the pipe P is covered (covering member attaching step), and the lining material 1 is completed. Then, after the lining material 1 is completed, the gap is filled by filling the gap between the lining material 1 and the inner wall surface P1 of the pipe line P with mortar or the like.

以上に説明した実施の形態によると、管路Pの長さ方向に沿って延びた基準部材33a、33bに、それぞれ、複数の補強部材2の部材2a、2bの凹部13を係合させることによって、部材2a、2bの管路Pの周方向における位置決めを行うため、各補強部材2の部材2a、2bを個別に管路Pの内壁面P1を基準として位置決めを行う場合と比較して、部材2a、2bを管路Pの内壁面P1に取り付ける作業にかかる時間を短くすることができる。   According to the embodiment described above, by engaging the recesses 13 of the members 2a and 2b of the plurality of reinforcing members 2 with the reference members 33a and 33b extending along the length direction of the pipe P, respectively. In order to position the members 2a and 2b in the circumferential direction of the pipe P, the members 2a and 2b of each reinforcing member 2 are individually compared with the case where the members 2a and 2b are positioned with reference to the inner wall surface P1 of the pipe P. The time required for the work of attaching 2a and 2b to the inner wall surface P1 of the pipe P can be shortened.

また、管路Pの内壁面P1は、経年劣化等により、部分毎にその径等にばらつきがあることもあり得るため、各補強部材2の部材2a、2bを個別に管路Pの内壁面P1を基準として位置決めすると、補強部材2間で、管路Pの長さ方向から見て、凹部13が同じ位置に来ず、嵌合部材4や内面部材3を取り付けられない虞がある。   Moreover, since the inner wall surface P1 of the pipe line P may have a variation in diameter or the like for each part due to deterioration over time, the members 2a and 2b of the reinforcing members 2 are individually connected to the inner wall surface of the pipe line P. When positioning is performed with reference to P1, the recess 13 does not come to the same position between the reinforcing members 2 when viewed from the length direction of the pipe P, and the fitting member 4 and the inner surface member 3 may not be attached.

これに対して、本実施の形態では、上述の通り、基準部材33a、33bに、それぞれ、複数の補強部材2の部材2a、2bの凹部13を係合させることによって、部材2a、2bの管路Pの周方向における位置決めを行うため、複数の補強部材2の互いに対応する凹部13が、管路Pの長さ方向から見て確実に同じ位置にくるように、補強部材2を管路Pの内壁面P1に取り付けることができる。   In contrast, in the present embodiment, as described above, the pipes of the members 2a and 2b are formed by engaging the recesses 13 of the members 2a and 2b of the plurality of reinforcing members 2 with the reference members 33a and 33b, respectively. In order to perform positioning in the circumferential direction of the path P, the reinforcing member 2 is connected to the pipe line P such that the corresponding concave portions 13 of the plurality of reinforcing members 2 are surely located at the same position when viewed from the length direction of the pipe line P. Can be attached to the inner wall surface P1.

また、本実施の形態では、管路Pの長さ方向から見て同じ位置にくるように、内壁面P1に、管路Pの長さ方向に並ぶ複数の保持部材31a、31bを取り付け、保持部材31a、31bに略円柱形状(棒状)の基準部材33a、33bを取り付けるため、複数の保持部材31a、31bを精度よく位置決めして内壁面P1に取り付けることにより、保持部材31a、31bに取り付けられる基準部材33a、33bの位置決めを精度よく行うことができる。   In the present embodiment, a plurality of holding members 31a and 31b arranged in the length direction of the pipe line P are attached and held on the inner wall surface P1 so as to be at the same position when viewed from the length direction of the pipe line P. Since the substantially cylindrical (rod-shaped) reference members 33a and 33b are attached to the members 31a and 31b, the plurality of holding members 31a and 31b are positioned with high accuracy and attached to the inner wall surface P1, thereby attaching to the holding members 31a and 31b. The reference members 33a and 33b can be positioned with high accuracy.

また、このとき、複数の保持部材31a、31bのうち、管路Pの長さ方向における両端に位置する2つの保持部材31a、31bを内壁面P1に取り付けるとともに、これら2つの保持部材31a、31bの間に水糸Yを張り、水糸Yを基準として残りの保持部材31a、31bを内壁面P1に取り付けるため、上記残りの保持部材31a、31bについては、それぞれ個別に位置決めして内壁面P1に取り付ける場合と比較して、内壁面P1への取付が簡単になる。   At this time, of the plurality of holding members 31a and 31b, two holding members 31a and 31b positioned at both ends in the length direction of the pipe line P are attached to the inner wall surface P1, and these two holding members 31a and 31b are attached. In order to attach the remaining holding members 31a and 31b to the inner wall surface P1 with the water yarn Y as a reference, the remaining holding members 31a and 31b are individually positioned and positioned on the inner wall surface P1. Compared with the case of attaching to the inner wall P1, the attachment to the inner wall surface P1 is simplified.

また、本実施の形態では、各補強部材2の部材2a、2bの凹部13を基準部材33a、33bに係合させることによって、部材2a、2bの位置決めを行うことができるため、部材2a、2bに、凹部13とは別に基準部材33a、33bと係合させるための部分などを設ける必要がない。また、このとき、基準部材33a、33bが、管路Pの長さ方向に延びた略円柱形状の部材であるので、部材2a、2bの凹部13に係合可能な基準部材33a、33bの構造を簡単なものとすることができる。   In the present embodiment, the members 2a and 2b can be positioned by engaging the concave portions 13 of the members 2a and 2b of the reinforcing members 2 with the reference members 33a and 33b. In addition, it is not necessary to provide a portion for engaging with the reference members 33 a and 33 b separately from the recess 13. At this time, since the reference members 33a and 33b are substantially cylindrical members extending in the length direction of the pipe P, the structures of the reference members 33a and 33b that can be engaged with the concave portions 13 of the members 2a and 2b. Can be made simple.

また、本実施の形態では、補強部材2を管路Pの内壁面P1に固定した後、嵌合部材4や内面部材3を取り付ける前に、基準部材33a、33b及び保持部材31a、31bを内壁面P1から取り外すため、嵌合部材4や内面部材3を取り付ける際に、基準部材33a、33bや保持部材31a、31bが邪魔になることがない。   In the present embodiment, after fixing the reinforcing member 2 to the inner wall surface P1 of the pipe P, before attaching the fitting member 4 and the inner surface member 3, the reference members 33a and 33b and the holding members 31a and 31b are moved to the inner side. Since it removes from the wall surface P1, when attaching the fitting member 4 or the inner surface member 3, the reference members 33a and 33b and the holding members 31a and 31b do not get in the way.

次に、本実施の形態に種々の変更を加えた変形例について説明する。ただし、本実施の形態と同様の構成を有するものについては、適宜その説明を省略する。   Next, modified examples in which various changes are made to the present embodiment will be described. However, description of components having the same configuration as in this embodiment will be omitted as appropriate.

上述の実施の形態では、基準部材33a、33bが略円柱形の棒状の部材であったが、これには限られない。基準部材33a、33bは、部材2a、2bの凹部13と係合可能な別の形状を有するものであってもよい。   In the above-described embodiment, the reference members 33a and 33b are substantially cylindrical rod-shaped members, but are not limited thereto. The reference members 33a and 33b may have different shapes that can be engaged with the recesses 13 of the members 2a and 2b.

また、上述の実施の形態では、部材2a、2bの凹部13を基準部材33a、33bに係合させることによって、補強部材2の位置決めを行ったがこれには限られない。例えば、部材2a、2bに、凹部13とは別に、基準部材33a、33bと係合可能な部分が設けられており、当該部分を基準部材33a、33bと係合させることによって、補強部材2の位置決めを行ってもよい。また、この場合には、基準部材33a、33bは、補強部材2の上記部分と係合可能な形状であればよく、凹部13と係合不可能な形状であってもよい。   In the above-described embodiment, the reinforcing member 2 is positioned by engaging the concave portions 13 of the members 2a and 2b with the reference members 33a and 33b. However, the present invention is not limited to this. For example, the members 2 a and 2 b are provided with portions that can be engaged with the reference members 33 a and 33 b separately from the recess 13, and by engaging these portions with the reference members 33 a and 33 b, Positioning may be performed. Further, in this case, the reference members 33a and 33b may have a shape that can be engaged with the portion of the reinforcing member 2, and may have a shape that cannot be engaged with the concave portion 13.

さらには、基準部材33a、33bに部材2a、2bを取り付けることにも限られない。例えば、部材2a、2bの基準部材33a、33bへの取付は行わず、単に、部材2a、2bを基準部材33a、33bからの距離を測定するなどして位置合わせをしてもよい。   Furthermore, it is not restricted to attaching the members 2a and 2b to the reference members 33a and 33b. For example, the members 2a and 2b may not be attached to the reference members 33a and 33b, and the members 2a and 2b may be aligned by simply measuring the distance from the reference members 33a and 33b.

また、上述の実施の形態では、アンカー部材35によって、補強部材2(部材2a〜2d)を管路Pの内壁面P1に固定した後、嵌合部材4及び内面部材3を取り付ける前に、基準部材33a、33b及び保持部材31a、31bを管路Pの内壁面P1から取り外したが、これには限られない。例えば、上述したように、部材2a、2bに、凹部13とは別に、基準部材33a、33bと係合可能な部分が設けられており、当該部分を基準部材33a、33bと係合させることによって、補強部材2の位置決めを行う場合で、基準部材33a、33b及び保持部材31a、31bが、嵌合部材4及び内面部材3の取付に邪魔とならないようなものである場合には、基準部材33a、33b及び保持部材31a、31bを残したまま、嵌合部材4及び内面部材3の取付を行ってもよい。   In the above-described embodiment, the anchor member 35 fixes the reinforcing member 2 (members 2a to 2d) to the inner wall surface P1 of the pipe P, and then attaches the reference member before attaching the fitting member 4 and the inner surface member 3. Although the members 33a and 33b and the holding members 31a and 31b are removed from the inner wall surface P1 of the pipe P, the present invention is not limited to this. For example, as described above, the members 2a and 2b are provided with portions that can be engaged with the reference members 33a and 33b separately from the recesses 13, and by engaging the portions with the reference members 33a and 33b. In the case where the reinforcing member 2 is positioned and the reference members 33a and 33b and the holding members 31a and 31b do not interfere with the fitting of the fitting member 4 and the inner surface member 3, the reference member 33a is used. 33b and the holding members 31a and 31b may be left, and the fitting member 4 and the inner surface member 3 may be attached.

また、上述の実施の形態では、先に管路Pの長さ方向において両端に位置する2つの保持部材31a、31bを管路Pの内壁面P1に取り付けた後に、これら2つの保持部材31a、31bに水糸Yを取り付け、水糸Yを基準として、これら2つの保持部材31a、31bの間に、残りの保持部材31a、31bを取り付けたがこれには限られない。   Further, in the above-described embodiment, after the two holding members 31a and 31b positioned at both ends in the length direction of the pipe P are first attached to the inner wall surface P1 of the pipe P, the two holding members 31a, The water yarn Y is attached to 31b, and the remaining holding members 31a and 31b are attached between the two holding members 31a and 31b with reference to the water yarn Y, but this is not restrictive.

例えば、補修区間の全長にわたって、保持部材31a、31bとは別の部材にその両端が固定された水糸Yを張り、この水糸を基準として、全ての保持部材31a、31bを内壁面P1に取り付けてもよい。あるいは、水糸Yは張らずに、各保持部材31a、31bを個別に位置決めして管路Pの内壁面P1に取り付けてもよい。   For example, over the entire length of the repair section, a water yarn Y having both ends fixed to a member different from the holding members 31a and 31b is stretched, and all the holding members 31a and 31b are attached to the inner wall surface P1 based on the water yarn. It may be attached. Alternatively, the holding members 31a and 31b may be individually positioned and attached to the inner wall surface P1 of the pipeline P without stretching the water yarn Y.

また、上述の実施の形態では、複数の保持部材31a、31bを、管路Pの長さ方向に沿って配置し、複数の保持部材31a、31bに基準部材33a、33bを取り付けることによって、基準部材33a、33bを管路Pの内壁面に取り付けたが、これには限られない。例えば、保持部材31a、31bを位置合わせしながら、直接、管路Pの内壁面P1に取り付けてもよい。   Further, in the above-described embodiment, the plurality of holding members 31a and 31b are arranged along the length direction of the pipe line P, and the reference members 33a and 33b are attached to the plurality of holding members 31a and 31b. Although the members 33a and 33b are attached to the inner wall surface of the pipe P, the present invention is not limited to this. For example, you may attach directly to the inner wall face P1 of the pipe line P, aligning holding member 31a, 31b.

また、上述の実施の形態では、管路P内に2本の基準部材33a、33bを配置し、基準部材33a、33bに、それぞれ、部材2a、2bの凹部13を係合させることにより、部材2a、2bの管路Pの周方向における位置合わせを行ったが、これには限られず、部材2a、2bのうちいずれか一方の部材のみを位置合わせし、部材2a、2bのうち他方の部材、及び、部材2c、2dを部材2a、2bのうち上記一方の部材に取り付けることによって補強部材2を形成してもよい。   In the above-described embodiment, the two reference members 33a and 33b are arranged in the pipe P, and the recesses 13 of the members 2a and 2b are engaged with the reference members 33a and 33b, respectively. Although the alignment in the circumferential direction of the pipe line P of 2a, 2b was performed, it is not restricted to this, Only one member is aligned among member 2a, 2b, and the other member of member 2a, 2b The reinforcing member 2 may be formed by attaching the members 2c and 2d to the one of the members 2a and 2b.

また、上述の実施の形態では、管路Pの内壁面P1に、管路Pの長さ方向に沿って並ぶ複数の保持部材31a、31bを取り付け、保持部材31a、31bに、それぞれ、基準部材33a、33bを取り付けることによって、基準部材33a、33bを内壁面P1に取り付けたが、これには限られない。例えば、基準部材33a、33bが、上述の実施の形態とは異なり、管路Pの内壁面P1への取り付け部分を有するものであって、基準部材33a、33bを内壁面P1に直接取り付けてもよい。   In the above-described embodiment, a plurality of holding members 31a and 31b arranged along the length direction of the pipe P are attached to the inner wall surface P1 of the pipe P, and the reference members are respectively attached to the holding members 31a and 31b. Although the reference members 33a and 33b are attached to the inner wall surface P1 by attaching 33a and 33b, the invention is not limited to this. For example, unlike the above-described embodiment, the reference members 33a and 33b have attachment portions to the inner wall surface P1 of the pipe P, and the reference members 33a and 33b may be directly attached to the inner wall surface P1. Good.

また、上述の実施の形態では、管路Pが略円形の管路であり、管路Pの内壁面P1を全周にわたって補修したが、これには限られず、管路の壁面の周方向における一部分のみを補修してもよい。例えば、一変形例では、図12に示すように、補修を行う管路Qがいわゆる馬蹄形の管路である。すなわち、管路Qが、長さ方向から見て、上部から両側部に至る部分においてアーチ状に形成されているとともに、底部において緩やかに湾曲した曲面状に形成されている。そして、管路Qがこのような形状の場合に、管路Qの内壁面Q1のうち、底部を除くアーチ状となった部分のみを補修する。   In the above-described embodiment, the pipe P is a substantially circular pipe, and the inner wall surface P1 of the pipe P is repaired over the entire circumference. However, the present invention is not limited to this, and the pipe wall P in the circumferential direction of the wall surface of the pipe Only a part may be repaired. For example, in one modification, as shown in FIG. 12, the pipe Q for repair is a so-called horseshoe-shaped pipe. That is, the pipe line Q is formed in an arch shape in a portion from the upper part to both side parts as viewed from the length direction, and is formed in a curved surface that is gently curved in the bottom part. And when the pipe line Q is such a shape, only the part which became the arch shape except the bottom part among the inner wall surfaces Q1 of the pipe line Q is repaired.

ここで、本変形例では、補強部材102が、図12の方向から見て、右下側の部分を形成する部材102a、左下側の部分を形成する部材102b、右上側の部分を形成する部材102c及び左上側の部分を形成する部材102dの4つの部材によって構成されている。そして、部材102a、102bを、それぞれ、基準部材33a、33bに対して位置合わせして管路Q内に配置し、アンカー部材35によって管路Qの内壁面Q1に固定する。そして、その後、部材102c、102dを、部材102a、102bに取り付け、アンカー部材35によって管路Qの内壁面Q1に固定する。なお、図12は、馬蹄形の管路Pを補修する場合の、図11(a)に対応する状態を示している。   Here, in this modification, the reinforcing member 102 is a member 102a that forms a lower right portion, a member 102b that forms a lower left portion, and a member that forms an upper right portion as viewed from the direction of FIG. 102c and the member 102d which forms the upper left part are comprised by four members. Then, the members 102a and 102b are aligned with the reference members 33a and 33b and disposed in the pipe line Q, and are fixed to the inner wall surface Q1 of the pipe line Q by the anchor member 35. Thereafter, the members 102c and 102d are attached to the members 102a and 102b, and fixed to the inner wall surface Q1 of the pipe line Q by the anchor member 35. FIG. 12 shows a state corresponding to FIG. 11A when the horseshoe-shaped pipe P is repaired.

2 補強部材
2a〜2d 部材
3 内面部材
13 凹部
31a、31b 保持部材
33a、33b 基準部材
102 補強部材
102a〜102d 部材
2 Reinforcing members 2a to 2d members 3 Inner surface members 13 Recesses 31a and 31b Holding members 33a and 33b Reference members 102 Reinforcing members 102a to 102d members

Claims (6)

管路の内壁面に、それぞれが前記管路の周方向に沿って延びた複数の補強部材を、前記管路の長さ方向に沿って間隔をあけて取り付ける補強部材取付工程と、
前記複数の補強部材によって形成される枠に前記管路の内壁面を覆う複数の被覆部材を取り付ける被覆部材取付工程と、を備えた管路の補修方法であって、
前記補強部材取付工程が、
前記内壁面に、前記複数の補強部材に共通の、前記複数の補強部材の前記管路の周方向における位置の基準となる基準部材を取り付ける基準部材取付工程と、
前記基準部材を用いて、前記複数の補強部材位置決めを行う位置決め工程と、
位置決めされた前記複数の補強部材を、前記内壁面に固定する固定工程と、を備えていることを特徴とする管路の補修方法。
A reinforcing member attaching step for attaching a plurality of reinforcing members, each extending along the circumferential direction of the pipe line, to the inner wall surface of the pipe line at intervals along the length direction of the pipe line;
A covering member attaching step of attaching a plurality of covering members covering the inner wall surface of the conduit to a frame formed by the plurality of reinforcing members, and a repair method for a conduit comprising:
The reinforcing member attaching step includes
A reference member attaching step for attaching a reference member that is common to the plurality of reinforcing members and serves as a reference for the positions of the plurality of reinforcing members in the circumferential direction of the pipe line to the inner wall surface;
A positioning step of positioning the plurality of reinforcing members using the reference member;
And a fixing step of fixing the plurality of positioned reinforcing members to the inner wall surface.
前記基準部材が、前記管路の長さ方向に沿って延びた棒状の部材であって、
前記補強部材取付工程が、
前記基準部材取付工程よりも前に、前記内壁面に、前記管路の長さ方向において、前記複数の補強部材よりも大きな間隔で、前記基準部材を保持するための複数の保持部材を取り付ける保持部材取付工程をさらに備え、
前記基準部材取付工程において、前記基準部材を前記複数の保持部材に取り付けることによって、前記基準部材を前記内壁面に取り付けることを特徴とする請求項1に記載の管路の補修方法。
The reference member is a rod-shaped member extending along the length direction of the pipeline,
The reinforcing member attaching step includes
Prior to the reference member attaching step, holding the plurality of holding members for holding the reference member on the inner wall surface at a larger interval than the plurality of reinforcing members in the length direction of the pipe line It further includes a member mounting process,
The pipe repair method according to claim 1, wherein, in the reference member attaching step, the reference member is attached to the inner wall surface by attaching the reference member to the plurality of holding members.
前記補強部材取付工程が、
前記管路内に、前記管路の長さ方向における互いに離隔した2点において位置決めされた糸を張る糸張り工程をさらに備え、
前記保持部材取付工程において、前記糸の位置を基準として、前記複数の保持部材のうち少なくとも一部の保持部材を前記内壁面に取り付けることを特徴とする請求項2に記載の管路の補修方法。
The reinforcing member attaching step includes
A yarn tensioning step of tensioning yarns positioned at two points separated from each other in the length direction of the pipeline in the pipeline;
3. The pipe repair method according to claim 2, wherein in the holding member attaching step, at least a part of the plurality of holding members is attached to the inner wall surface based on the position of the yarn. .
前記補強部材取付工程が、前記固定工程の後、前記基準部材を前記管路の内壁面から取り外す取り外し工程をさらに備えていることを特徴とする請求項1〜3のいずれかに記載の管路の補修方法。   The conduit according to any one of claims 1 to 3, wherein the reinforcing member attaching step further includes a removing step of removing the reference member from an inner wall surface of the conduit after the fixing step. Repair method. 前記補強部材には、前記複数の被覆部材を取り付けるための複数の凹部が、前記管路の周方向に沿って複数形成されており、
前記基準部材は、前記凹部と係合可能に構成されており、
前記位置合わせ工程において、前記複数の補強部材の互いに対応する凹部を、前記基準部材に係合させることによって、前記複数の補強部材の位置決めを行うことを特徴とする請求項4に記載の管路の補修方法。
In the reinforcing member, a plurality of recesses for attaching the plurality of covering members are formed along the circumferential direction of the pipe line,
The reference member is configured to be engageable with the recess,
5. The conduit according to claim 4, wherein, in the alignment step, the plurality of reinforcing members are positioned by engaging recesses corresponding to each other of the plurality of reinforcing members with the reference member. Repair method.
前記基準部材が、前記凹部と係合可能な略円柱形状の部材であることを特徴とする請求項5に記載の管路の補修方法。   The pipe line repair method according to claim 5, wherein the reference member is a substantially cylindrical member that can be engaged with the concave portion.
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