JP2016098835A - Repair method for existing pipe line and repair member - Google Patents

Repair method for existing pipe line and repair member Download PDF

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JP2016098835A
JP2016098835A JP2014233324A JP2014233324A JP2016098835A JP 2016098835 A JP2016098835 A JP 2016098835A JP 2014233324 A JP2014233324 A JP 2014233324A JP 2014233324 A JP2014233324 A JP 2014233324A JP 2016098835 A JP2016098835 A JP 2016098835A
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pipe line
existing pipe
plate
fitting
surface side
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JP6378060B2 (en
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八木 伊三郎
Isaburo Yagi
伊三郎 八木
和孝 ▲から崎▼
和孝 ▲から崎▼
Kazutaka Karasaki
泉 谷口
Izumi Taniguchi
泉 谷口
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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 enable an existing deteriorated pipe passage to be repaired simply and appropriately within a short time.SOLUTION: A framework body 10 having reinforcing members 11 connected in an existing pipe passage 1 via prescribed intervals in a longitudinal direction is arranged in the existing pipe passage 1 along a longitudinal direction. As a liner member 20 installed at an inner surface side of the framework, a plurality of plate-like profiles 21 extending along the longitudinal direction of the existing pipe passage 1 are arranged at the inner surface side of the framework body 10 via the prescribed spacing. When cylindrical watertight sheets 22 are installed between the framework and the liner member, the inner surface side of the reinforcing member is provided with a fitting recess 13, the watertight sheets between the plate-like profiles are fitted into the fitting recesses by the fitting members 23 along the longitudinal direction of the existing pipe passage, the fitting members are abutted against the long sides of the plate-like profiles at both sides and then hardening filler material 2 is poured between the watertight sheets 22 and the existing pipe passage 1 and hardened.SELECTED DRAWING: Figure 8

Description

本発明は、既設管路の補修方法及び補修部材に関するものである。特に、老朽化した既設管路の内面側に骨組み体を配置させると共に、この骨組み体の内周にライナー部材を装着させ、このライナー部材と既設管路との間に硬化性の充填材を注入・硬化させて既設管路の補修を行うにあたり、既設管路の補修が短時間で簡単に行えると共に、補修部分からの漏水もないようにして適切に補修できるようにした点に特徴を有するものである。   The present invention relates to a method for repairing an existing pipe line and a repair member. In particular, a skeleton is placed on the inner surface of an aging existing pipeline, and a liner member is attached to the inner periphery of the skeleton, and a curable filler is injected between the liner member and the existing pipeline.・ Characterized by repairing existing pipelines in a short time, allowing them to be easily repaired in a short time, and to be able to be repaired appropriately without leaking water from the repaired parts. It is.

老朽化した既設管路を補修するにあたり、従来においては、特許文献1に示されるように、既設管路内の内面に沿ってピアノ線等のばね弾性を有する鉄筋を螺旋状に巻回しておき、この鉄筋の上から帯状の内面部材を巻回して筒状ライナーを形成し、そのライナーと既設管の内面との間に自硬性流体を注入させて硬化させるようにしたものや、特許文献2に示されるように、既設管路内の内面に沿って中空骨組み状補強体を組み立て、この補強体の内側に沿って既設管路の筒長方向に伸びた内面部材を順々に接合させるようにして、補強体の内側に複数の内面部材を取り付けて筒状に組み立てた後、筒状に組み立てた内面部材と既設管の内面との間の空隙内に自硬性流体を注入させて硬化させるようにしたものが提案されている。   In repairing an aging existing pipeline, conventionally, as shown in Patent Document 1, a reinforcing bar having spring elasticity such as a piano wire is spirally wound along the inner surface of the existing pipeline. In addition, a belt-shaped inner member is wound from above the reinforcing bar to form a cylindrical liner, and a self-hardening fluid is injected between the liner and the inner surface of the existing pipe to be cured. As shown in FIG. 2, the hollow frame-shaped reinforcing body is assembled along the inner surface of the existing pipe line, and the inner surface members extending in the cylinder length direction of the existing pipe line are sequentially joined along the inner side of the reinforcing body. Then, after a plurality of inner surface members are attached to the inside of the reinforcing body and assembled into a cylindrical shape, a self-hardening fluid is injected into the gap between the inner surface member assembled into the cylindrical shape and the inner surface of the existing pipe and cured. Something like this has been proposed.

しかし、特許文献1に示されるように、既設管路内の内面に沿ってばね弾性を有する鉄筋を螺旋状に巻回させ、またこの鉄筋の上から帯状の内面部材を巻回して筒状ライナーを形成する作業は非常に面倒で時間を要し、また帯状の内面部材相互を適切に密着させることが困難で、補修部分から漏水が生じたりする等の問題があった。   However, as shown in Patent Document 1, a rebar having spring elasticity is spirally wound along an inner surface in an existing pipe line, and a strip-shaped inner member is wound on the rebar to form a cylindrical liner. The work of forming the film is very troublesome and time-consuming, and it is difficult to properly adhere the belt-like inner surface members to each other, and there is a problem that water leaks from the repaired part.

また、特許文献2に示されるものにおいては、補強体の内側に複数の内面部材を取り付けて筒状に組み立てるにあたり、前記補強体に既設管路の筒長方向に連続した複数の嵌合部材を取り付けると共に、前記内面部材の幅方向両側に前記の嵌合部材に嵌合させる嵌合用凸部を設け、筒長方向に連続して接触させる各内面部材における嵌合用凸部を同じ嵌合部材内に嵌合させて、これらの内面部材を筒長方向に連続して接触させた状態で維持させるようにしている。   Moreover, in what is shown by patent document 2, when attaching a some internal surface member to the inner side of a reinforcement body, and assembling a cylinder shape, the said reinforcement body is provided with the some fitting member continued in the cylinder length direction of the existing pipe line. At the same time, the protrusions for fitting to be fitted to the fitting members are provided on both sides in the width direction of the inner surface member, and the protrusions for fitting in the inner surface members to be continuously brought into contact with each other in the cylinder length direction are within the same fitting member. So that these inner surface members are kept in contact with each other in the cylinder length direction.

しかし、補強体の内側に複数の内面部材を取り付けて筒状に組み立てるにあたり、内面部材の幅方向両側に設けられた嵌合用凸部を、それぞれ接合させる隣の内面部材における嵌合用凸部と一緒に同じ嵌合部材内に嵌合させて、これらの内面部材を筒長方向に連続して接触させるようにする作業は、非常に面倒で時間を要すると共に、隣接する内面部材における嵌合用凸部を同じ嵌合部材内に嵌合させる場合に、この嵌合部分における止水性を十分に確保することも困難であった。このため、特許文献3に示されるように、嵌合用凸部を嵌合させる嵌合部材内にてシール部材を設けたりすることが必要になり、作業がより面倒になる等の問題があった。   However, when assembling a plurality of inner surface members inside the reinforcement body into a cylindrical shape, the fitting convex portions provided on both sides in the width direction of the inner surface member are joined together with the fitting convex portions on the adjacent inner surface members to be joined. It is very troublesome and time-consuming to fit these inner members in the same fitting member so that these inner surface members are continuously brought into contact with each other in the cylinder length direction. When fitting them in the same fitting member, it is also difficult to ensure sufficient water-stopping at this fitting portion. For this reason, as shown in Patent Document 3, it is necessary to provide a seal member in the fitting member for fitting the fitting convex portion, and there is a problem that the operation becomes more troublesome. .

特開平8−277992号公報JP-A-8-2777992 特開2001−311387号公報JP 2001-311387 A 特開2014−20522号公報JP 2014-20522 A

本発明は、老朽化した既設管路を補修する場合における前記のような問題を解決することを課題とするものである。   This invention makes it a subject to solve the above problems in the case of repairing an aged existing pipeline.

すなわち、本発明においては、既設管路の内面側に骨組み体を配置させると共に、骨組み体の内面側にライナー部材を装着させ、このライナー部材と既設管路との間に硬化性の充填材を注入・硬化させて既設管路の補修を行うにあたり、既設管路の補修が短時間で簡単に行えると共に、補修部分からの漏水もないようにして適切に補修できるようにすることを課題とするものである。   That is, in the present invention, the skeleton is disposed on the inner surface side of the existing pipeline, and the liner member is mounted on the inner surface side of the skeleton, and a curable filler is provided between the liner member and the existing pipeline. When repairing existing pipelines by injecting and curing, it is an issue to repair existing pipelines in a short time and to be able to repair appropriately without leaking from the repaired parts. Is.

本発明に係る既設管路の補修方法においては、前記のような課題を解決するため、既設管路の内面側に配置される補強部材を既設管路の長さ方向に所定間隔を介して連結させた骨組み体を、既設管路内にその長さ方向に沿って配置させ、前記骨組み体の内周にライナー部材を装着させて、このライナー部材と既設管路との間に硬化性の充填材を注入させて硬化させる既設管路の補修方法において、前記ライナー部材として、既設管路の長さ方向に沿った複数の板状プロファイルを、前記骨組み体の内面側において所定間隔を介するようにして配置させ、前記骨組み体と前記ライナー部材との間に、骨組み体の内面側を覆うように水密シートを装着させるにあたり、前記骨組み体における補強部材の内面側に嵌合用凹部を設け、前記板状プロファイル相互の隙間部分における水密シートを、既設管路の長さ方向に沿った嵌合部材により前記嵌合用凹部内に押し込んで嵌合させると共に、前記嵌合部材をその両側における板状プロファイルの長辺部に当接させ、前記の水密シートと既設管路との間に硬化性の充填材を注入させて硬化させるようにした。   In the repair method of the existing pipe line according to the present invention, in order to solve the above-described problems, the reinforcing member disposed on the inner surface side of the existing pipe line is connected to the length direction of the existing pipe line through a predetermined interval. The framed structure is placed along the length direction in the existing pipeline, and a liner member is mounted on the inner periphery of the framework, and a curable filling is provided between the liner member and the existing pipeline. In the repair method of an existing pipe line in which a material is injected and hardened, a plurality of plate-like profiles along the length direction of the existing pipe line are provided as predetermined liners on the inner surface side of the frame as the liner member. And mounting a watertight sheet between the frame body and the liner member so as to cover the inner surface side of the frame body, a fitting recess is provided on the inner surface side of the reinforcing member in the frame body, Profile The watertight sheet in the gap portion between the cylinders is pushed and fitted into the recess for fitting by the fitting member along the length direction of the existing pipe line, and the fitting member is fitted to the length of the plate-like profile on both sides thereof. It was made to contact | abut to a side part, and it was made to harden | cure by inject | pouring a sclerosing | hardenable filler between the said watertight sheet | seat and an existing pipe line.

また、本発明に係る既設管路の補修部材においては、既設管路の内面側に配置される補強部材を既設管路の長さ方向に所定間隔を介して連結させた骨組み体と、前記骨組み体の内面側に配置されるライナー部材とを備え、前記ライナー部材として、既設管路の長さ方向に沿った複数の板状プロファイルを、前記骨組み体の内面側において所定間隔を介するようにして配置させ、前記骨組み体と前記ライナー部材との間に、水密シートを骨組み体の内面側を覆うように装着させるにあたり、前記骨組み体における補強部材の内面側に嵌合用凹部を設け、前記の板状プロファイル相互の隙間部分における水密シートを前記嵌合用凹部内に押し込んで保持させ且つ両側における板状プロファイルの長辺部に当接させる嵌合部材を、既設管路の長さ方向に沿って設けた。   Further, in the repair member for an existing pipe line according to the present invention, a frame structure in which a reinforcing member arranged on the inner surface side of the existing pipe line is connected at a predetermined interval in the length direction of the existing pipe line, and the frame A liner member disposed on the inner surface side of the body, and as the liner member, a plurality of plate-like profiles along the length direction of the existing pipe line are arranged at predetermined intervals on the inner surface side of the skeleton. When placing the watertight sheet between the framework and the liner member so as to cover the inner surface of the framework, a fitting recess is provided on the inner surface of the reinforcing member of the framework, and the plate A fitting member that pushes and holds the water-tight sheet in the gap between the profiled profiles into the fitting recess and abuts the long side of the plate profile on both sides is the length of the existing pipe line. It is provided along.

そして、前記の既設管路の補修方法及び補修部材において、筒状になった既設管路の補修を行う場合には、筒状になった既設管路の内面側に配置される前記補強部材に環状の補強部材を用いると共に、前記骨組み体と前記ライナー部材との間に装着させる水密シートに筒状になった水密シートを用い、この水密シートを前記骨組み体の内周側を覆うようにして装着させる。   And in the repair method and repair member of the said existing pipe line, when repairing the existing pipe line which became cylindrical, in the said reinforcement member arrange | positioned at the inner surface side of the existing pipe line which became cylindrical An annular reinforcing member is used, and a watertight sheet having a cylindrical shape is used as a watertight sheet to be mounted between the frame body and the liner member, and the watertight sheet covers the inner peripheral side of the frame body. Install it.

また、前記の既設管路の補修方法及び補修部材においては、既設管路の長さ方向に沿った複数の板状プロファイルを、前記骨組み体の内面側において所定間隔を介するように設けるにあたっては、複数の板状プロファイル相互が所定間隔を介するようにして、各板状プロファイルを前記水密シートに一体的に取り付けることが好ましい。   Further, in the above-described existing pipe line repair method and repair member, in providing a plurality of plate-like profiles along the length direction of the existing pipe line at a predetermined interval on the inner surface side of the framework, It is preferable that each plate-like profile is integrally attached to the water-tight sheet so that a plurality of plate-like profiles are spaced from each other.

また、前記のように嵌合部材に当接された両側における板状プロファイルの長辺部の端部を、前記嵌合部材により保持させることが好ましい。   Moreover, it is preferable to hold | maintain the edge part of the long side part of the plate-shaped profile in the both sides contact | abutted to the fitting member as mentioned above by the said fitting member.

また、前記のように筒状になった既設管路の補修を行う場合において、骨組み体の内周側を覆うように筒状になった水密シートを装着させるにあたっては、水密シートを筒状に形成し、筒状に形成された水密シートの接合部分を水密状態にさせるようにすることができる。   In addition, when repairing an existing pipe line having a cylindrical shape as described above, when mounting the water-tight sheet having a cylindrical shape so as to cover the inner peripheral side of the skeleton, the water-tight sheet is formed into a cylindrical shape. The joining part of the watertight sheet | seat formed in the cylinder shape can be made to be in a watertight state.

本発明に係る既設管路の補修方法及び補修部材においては、既設管路内にその長さ方向に沿って配置させる骨組み体の内面側に、ライナー部材として、既設管路の長さ方向に沿った複数の板状プロファイルを、前記骨組み体の内面側に配置させると共に、骨組み体の内面側を覆うようにして、骨組み体と前記ライナー部材との間に水密シートを装着させたため、この水密シートによりライナー部材が漏水等にさらされるのが防止され、確実な水密状態が得られるようになる。   In the repair method and repair member of the existing pipe line according to the present invention, the liner member is provided along the length direction of the existing pipe line as the liner member on the inner surface side of the skeleton body arranged along the length direction in the existing pipe line. A plurality of plate-like profiles are arranged on the inner surface side of the frame body, and the watertight sheet is mounted between the frame body and the liner member so as to cover the inner surface side of the frame body. Thus, the liner member is prevented from being exposed to water leakage or the like, and a reliable watertight state can be obtained.

また、前記のように複数の板状プロファイルを、骨組み体の内面側に所定間隔を介するように配置させ、前記骨組み体と前記ライナー部材との間に、骨組み体の内周側を覆うように水密シートを装着させるにあたり、前記骨組み体における環状の補強部材の内周側に嵌合用凹部を設け、前記板状プロファイル相互の隙間部分における水密シートを、既設管路の長さ方向に沿った嵌合部材により前記嵌合用凹部内に押し込んで嵌合させると共に、前記嵌合部材をその両側における板状プロファイルの長辺部に当接させると、前記水密シートが嵌合部材によって骨組み体に確実に保持されるようになると共に、板状プロファイルと嵌合部材とが骨組み体の内周側において一体的に連続して当接され、骨組み体の内面側に隙間がないようにしてライナー部材が形成されるようになる。   In addition, as described above, a plurality of plate-like profiles are arranged on the inner surface side of the skeleton body at a predetermined interval so as to cover the inner peripheral side of the skeleton body between the skeleton body and the liner member. When mounting the watertight sheet, a recess for fitting is provided on the inner peripheral side of the annular reinforcing member in the framework, and the watertight sheet in the gap portion between the plate-like profiles is fitted along the length direction of the existing pipeline. When the fitting member is pushed into the fitting recess and fitted together, and the fitting member is brought into contact with the long side portions of the plate-like profile on both sides thereof, the watertight sheet is securely attached to the skeleton by the fitting member. The plate-like profile and the fitting member are integrally and continuously brought into contact with each other on the inner peripheral side of the framework so that there is no gap on the inner surface side of the framework. Over member is to be formed.

また、複数の板状プロファイルを、骨組み体の内面側に所定間隔を介するようにして前記水密シートに一体的に取り付けると、複数の板状プロファイルを骨組み体の内面側に配置させると共に、骨組み体とライナー部材との間に、骨組み体の内面側を覆うように水密シートを装着させる作業が簡単且つ適切に行うことができる。   Further, when a plurality of plate-like profiles are integrally attached to the watertight sheet with a predetermined interval on the inner surface side of the skeleton body, the plurality of plate-like profiles are arranged on the inner surface side of the skeleton body, and the skeleton body The operation of mounting the watertight sheet between the liner member and the liner member so as to cover the inner surface side of the skeleton can be performed easily and appropriately.

また、前記のように嵌合部材に当接された両側における板状プロファイルの長辺部の端部を、前記嵌合部材により保持させると、前記のようにライナー部材と既設管路との間に硬化性の充填材を注入させて硬化させた場合においても、各板状プロファイルが骨組み体の内周側に適切に固定されて、板状プロファイルが剥がれたり、脱落したりするのが防止される。   Further, when the end portions of the long side portions of the plate-like profile on both sides in contact with the fitting member as described above are held by the fitting member, the liner member and the existing pipe line are interposed as described above. Even when hardened by injecting a curable filler, each plate-like profile is properly fixed to the inner periphery of the framework to prevent the plate-like profile from peeling off or falling off. The

また、前記のように筒状になった既設管路の補修を行う場合において、骨組み体の内周側を覆うように筒状になった水密シートを装着させるにあたり、水密シートを筒状に形成し、筒状になった水密シートの接合部分を水密状態にさせると、既設管路の内径に応じて、内径の異なる骨組み体を用いる場合においても、骨組み体の内径に応じた筒状の水密シートを簡単に製造することができる。   In addition, when repairing an existing pipe line having a cylindrical shape as described above, a water-tight sheet is formed in a cylindrical shape when the cylindrical water-tight sheet is attached so as to cover the inner peripheral side of the framework. However, when the joined portion of the water-tight sheet in a cylindrical shape is made water-tight, the cylindrical water-tightness corresponding to the inner diameter of the skeleton is used even when a skeleton having a different inner diameter is used according to the inner diameter of the existing pipe line. Sheets can be easily manufactured.

そして、本発明においては、既設管路とライナー部材との間に硬化性の充填材を注入・硬化させて既設管路の補修を行うにあたり、既設管路の補修が短時間で簡単に行えると共に、補修部分からの漏水もないようにして適切に補修できるようになる。   In the present invention, when the existing pipeline is repaired by injecting and curing a curable filler between the existing pipeline and the liner member, the existing pipeline can be easily repaired in a short time. It will be possible to repair properly without leaking water from the repaired part.

本発明の実施形態において、既設管路の長さ方向に沿って骨組み体を既設管路内に配置させた状態を示した縦断面説明図である。In embodiment of this invention, it is the longitudinal cross-sectional explanatory view which showed the state which has arrange | positioned the framework in the existing pipe line along the length direction of the existing pipe line. 前記の実施形態において、骨組み体を既設管路内に配置させた状態を示した横断面説明図である。In the said embodiment, it is a cross-sectional explanatory view which showed the state which has arrange | positioned the frame in the existing pipe line. 前記の実施形態において、既設管路の長さ方向に沿った複数の板状プロファイルをその幅方向に所定間隔を介するようにして水密シートに一体に取り付けた状態を示した部分説明図である。In the said embodiment, it is the partial explanatory view which showed the state attached to the water-tight sheet | seat integrally with the some plate-shaped profile along the length direction of the existing pipe line via the predetermined space | interval in the width direction. 前記の実施形態において、水密シートの端部を接合させて筒状に形成すると共に、この接合部分を覆うようにして板状プロファイルを取り付ける例を示した部分断面説明図である。In the said embodiment, while joining the edge part of a watertight sheet | seat and forming in a cylinder shape, it is the fragmentary sectional explanatory view which showed the example which attaches a plate-shaped profile so that this junction part may be covered. 前記の実施形態において、板状プロファイル相互の隙間における水密シートの部分を、嵌合部材により骨組み体における補強部材の内周側に設けられた嵌合用凹部内に押し込んで嵌合させた状態を示した横断面説明図である。In the above-described embodiment, the state of the watertight sheet in the gap between the plate-like profiles is pushed into the fitting recess provided on the inner peripheral side of the reinforcing member in the framework by the fitting member and is shown fitted. FIG. 前記の実施形態において使用する嵌合部材を示した部分斜視図である。It is the fragmentary perspective view which showed the fitting member used in the said embodiment. 前記の実施形態において、板状プロファイル相互の隙間における水密シートの部分を、嵌合部材により骨組み体における補強部材の内周側に設けられた嵌合用凹部内に押し込んで嵌合させると共に、嵌合部材とその両側における板状プロファイルとを密接させて、嵌合部材により板状プロファイルを保持させた状態を示した部分断面説明図である。In the above-described embodiment, the portion of the water-tight sheet in the gap between the plate-like profiles is fitted into the fitting recess provided on the inner peripheral side of the reinforcing member in the framework by the fitting member. FIG. 6 is a partial cross-sectional explanatory view showing a state in which the member and the plate-like profiles on both sides thereof are brought into close contact with each other and the plate-like profile is held by the fitting member. 前記の実施形態において、骨組み体の内周側に装着された水密シートと既設管路との間にモルタル等の硬化性の充填材を注入させて硬化させた状態を示した横断面説明図である。In the said embodiment, it is the cross-sectional explanatory drawing which showed the state hardened by inject | pouring curable fillers, such as mortar, between the watertight sheet | seat with which the inner periphery side of the framework was mounted | worn, and an existing pipe line. is there.

以下、本発明の実施形態に係る既設管路の補修方法及び補修部材を添付図面に基づいて具体的に説明する。なお、本発明に係る既設管路の補修方法及び補修部材は、下記の実施形態に示したものに限定されず、発明の要旨を変更しない範囲において、適宜変更して実施できるものである。   Hereinafter, the repair method and repair member of the existing pipeline which concern on embodiment of this invention are demonstrated concretely based on an accompanying drawing. In addition, the repair method and repair member of the existing pipeline which concern on this invention are not limited to what was shown to the following embodiment, In the range which does not change the summary of invention, it can change suitably and can implement.

本実施形態においては、図1及び図2に示すように、筒状になった既設管路1の補修を行うにあたり、既設管路1の内面側に配置される環状の補強部材11を連結部材12により既設管路1の長さ方向に所定間隔を介するようにして順々に連結させた骨組み体10を、既設管路1内においてその長さ方向に沿って配置させる。   In this embodiment, as shown in FIGS. 1 and 2, when repairing the existing pipe line 1 having a cylindrical shape, an annular reinforcing member 11 disposed on the inner surface side of the existing pipe line 1 is connected to the connecting member. 12, the frameworks 10 that are sequentially connected in the length direction of the existing pipeline 1 with a predetermined interval are arranged in the existing pipeline 1 along the length direction.

ここで、前記の補強部材11においては、その内周側の部分に、周方向に所定間隔を介するようにして凹みの内部が大きくなった複数の嵌合用凹部13を設けている。   Here, in the reinforcing member 11, a plurality of fitting recesses 13 in which the insides of the recesses are enlarged so as to have a predetermined interval in the circumferential direction are provided on the inner peripheral side thereof.

また、前記の骨組み体10の内周に装着させるライナー部材20を製造するにあたり、図3に示すように、既設管路1の長さ方向に沿った複数の板状プロファイル21をその幅方向に所定間隔を介するようにして水密シート22に一体に取り付けるようにしている。そして、板状プロファイル21が内周側に位置するようにして水密シート22を筒状に形成し、複数の板状プロファイル21を、骨組み体10の内周側においてその周方向に配置させるようにしている。なお、前記の各板状プロファイル21においては、その幅方向両側における長辺部21aの端部を水密シート22に向けて広がるようにテーパー状に形成している。   Further, in manufacturing the liner member 20 to be attached to the inner periphery of the skeleton 10, as shown in FIG. 3, a plurality of plate-like profiles 21 along the length direction of the existing pipeline 1 are arranged in the width direction. It is made to attach to the watertight sheet | seat 22 integrally through a predetermined space | interval. And the watertight sheet | seat 22 is formed in a cylinder shape so that the plate-shaped profile 21 may be located in the inner peripheral side, and it arrange | positions the several plate-shaped profile 21 in the circumferential direction in the inner peripheral side of the frame 10. FIG. ing. In addition, in each said plate-shaped profile 21, it forms in the taper shape so that the edge part of the long side part 21a in the width direction both sides may spread toward the watertight sheet | seat 22. As shown in FIG.

また、前記の水密シート22としては、織物等で構成された基布22aの片面に水密被膜22bを形成したものを用い、前記の板状プロファイル21を水密シート22における水密被膜22bの上に取り付け、水密シート22における基布22aが前記の骨組み体10と対向するようにしている。   In addition, as the watertight sheet 22, a base cloth 22 a made of a woven fabric or the like having a watertight film 22 b formed on one side is used, and the plate-like profile 21 is attached on the watertight film 22 b of the watertight sheet 22. The base fabric 22a in the watertight sheet 22 is opposed to the skeleton 10.

そして、前記の水密シート22における基布22aが前記の骨組み体10と対向するようにして、この水密シート22を筒状に形成するにあたっては、図4に示すように、筒状に形成された水密シート22の接合部分の一端側においては、基布22aの上に形成された水密被膜22bを所定幅で取り除くと共に、水密シート22の接合部分の他端側においては、水密被膜22bだけを所定幅で残すようにし、水密シート22の接合部分において、水密シート22における基布22a相互の接合部分と水密被膜22b相互の接合部分との位置をずらせた状態で、水密シート22における基布22a相互及び水密被膜22b相互を密接させ、このように位置がずれた状態にある基布22a相互の接合部分と水密被膜22b相互の接合部分との両方を覆うようにして、前記の板状プロファイル21を水密被膜22bの上に取り付けるようにしている。   Then, in forming the watertight sheet 22 in a cylindrical shape so that the base fabric 22a in the watertight sheet 22 faces the skeleton 10, it was formed in a cylindrical shape as shown in FIG. At one end side of the joining portion of the watertight sheet 22, the watertight coating 22b formed on the base fabric 22a is removed with a predetermined width, and at the other end side of the joining portion of the watertight sheet 22, only the watertight coating 22b is prescribed. The width of the water-tight sheet 22 is left in the state where the positions of the joint portions of the water-tight sheet 22 and the joint portions of the water-tight sheet 22 and the joint portions of the water-tight coating 22b are shifted. In addition, the watertight coating 22b is brought into close contact with each other, and both the joint portion between the base fabrics 22a and the joint portion between the watertight coating 22b which are in a state of being shifted in this way So as to cover, and to attach the plate-like profile 21 over the watertight coating 22b.

このようにすると、水密シート22の接合部分に段差が生じないようにして、板状プロファイル21を適切に取り付けることができると共に、水密シート22における基布22a相互の接合部分と水密被膜22b相互の接合部分との両方が前記の板状プロファイル21によって覆われ、水密シート22の接合部分における水密性が向上する。   In this way, the plate-like profile 21 can be appropriately attached without causing a step in the joint portion of the water-tight sheet 22, and the joint portion between the base fabric 22a and the water-tight coating 22b between the water-tight sheet 22 and each other. Both of the joint portions are covered with the plate-like profile 21, and the water tightness at the joint portion of the watertight sheet 22 is improved.

次いで、前記のように板状プロファイル21が内周側に位置するようにして水密シート22を筒状に形成した状態で、図5に示すように、前記の板状プロファイル21相互の隙間における水密シート22の部分を、それぞれ前記の補強部材11の内周側に設けられた前記の嵌合用凹部13の位置に合わせ、既設管路1の長さ方向に沿った嵌合部材23により前記の水密シート22の部分を嵌合用凹部13内に押し込んで嵌合させるようにする。   Next, in the state where the water-tight sheet 22 is formed in a cylindrical shape so that the plate-like profile 21 is positioned on the inner peripheral side as described above, as shown in FIG. 5, the water-tightness in the gap between the plate-like profiles 21 is shown. The portion of the sheet 22 is aligned with the position of the recessed portion 13 for fitting provided on the inner peripheral side of the reinforcing member 11, and the watertightness is achieved by the fitting member 23 along the length direction of the existing pipe line 1. The portion of the sheet 22 is pushed into the fitting recess 13 to be fitted.

ここで、前記の嵌合部材23においては、図6に示すように、既設管路1の長さ方向に伸びたプレート部23aから、前記の嵌合用凹部13内に嵌入させる弾性変形可能な一対の脚部23bを、所要間隔を介して突出させると共に、このプレート部23aにおける幅方向両側における長辺部23cの端部をテーパー状に形成している。   Here, in the fitting member 23, as shown in FIG. 6, a pair of elastically deformable members that are fitted into the fitting recess 13 from the plate portion 23 a extending in the length direction of the existing pipe line 1. The leg portion 23b protrudes through a required interval, and the end portions of the long side portion 23c on both sides in the width direction of the plate portion 23a are tapered.

そして、前記のように嵌合部材23により板状プロファイル21相互の隙間における水密シート22の部分を嵌合用凹部13内に押し込んで嵌合させるにあたっては、図7に示すように、嵌合部材23における一対の脚部23bの先端部を収縮させた状態で、この一対の脚部23bを前記の嵌合用凹部13内に押し込んだ後、先端部が収縮された一対の脚部23bを弾性復帰させて、前記のように板状プロファイル21相互の隙間における水密シート22の部分を嵌合用凹部13内に押し込んで嵌合させる。また、この嵌合部材23において、前記のプレート部23aの幅方向両側におけるテーパー状になった長辺部23cの端部を、その両側における板状プロファイル21のテーパー状になった長辺部21aの端部に当接させ、この嵌合部材23とその両側における板状プロファイル21とを密接させると共に、この嵌合部材23によりその両側における板状プロファイル21を保持させるようにしている。   Then, as described above, when the fitting member 23 pushes the portion of the watertight sheet 22 in the gap between the plate-like profiles 21 into the fitting recess 13 to be fitted, as shown in FIG. In a state where the tip portions of the pair of leg portions 23b are contracted, the pair of leg portions 23b are pushed into the fitting recess 13, and then the pair of leg portions 23b whose tip portions are contracted are elastically restored. As described above, the portion of the watertight sheet 22 in the gap between the plate profiles 21 is pushed into the fitting recess 13 to be fitted. Further, in this fitting member 23, the end portions of the tapered long side portion 23c on both sides in the width direction of the plate portion 23a are set to the long side portion 21a having the tapered shape of the plate-like profile 21 on both sides thereof. The fitting member 23 and the plate-like profiles 21 on both sides thereof are brought into close contact with each other, and the plate-like profiles 21 on both sides thereof are held by the fitting member 23.

このようにすると、複数の板状プロファイル21を取り付けた水密シート22が骨組み体10に確実に保持されるようになり、また各板状プロファイル21と各嵌合部材23とが骨組み体10の内周側において一体的に連続して当接され、骨組み体10の周方向に隙間がないようにして、板状プロファイル21と嵌合部材23とが連結されると共に、各板状プロファイル21が各嵌合部材23によって保持された状態で維持されるようになる。   In this way, the watertight sheet 22 to which the plurality of plate-like profiles 21 are attached is surely held by the frame body 10, and each plate-like profile 21 and each fitting member 23 are included in the frame body 10. The plate-like profile 21 and the fitting member 23 are connected to each other so that there is no gap in the circumferential direction of the skeleton 10 so that the plate-like profile 21 and the fitting member 23 are connected. The state of being held by the fitting member 23 is maintained.

そして、この状態で、図8に示すように、前記の水密シート22と既設管路1との間にモルタル等の硬化性の充填材2を注入させて硬化させるようにする。   In this state, as shown in FIG. 8, a curable filler 2 such as mortar is injected between the watertight sheet 22 and the existing pipe line 1 to be cured.

ここで、この実施形態においては、前記のように複数の板状プロファイル21を取り付けた水密シート22を、嵌合部材23により骨組み体10の補強部材11に設けられた嵌合用凹部13内に嵌入させて取り付けると共に、各板状プロファイル21と各嵌合部材23とを骨組み体10の内周側において一体的に連続するように取り付け、また各板状プロファイル21を各嵌合部材23によって保持された状態で維持されるようにしたため、ライナー部材20と既設管路1との間に硬化性の充填材2を注入・硬化させて、既設管路1の補修を行う作業を簡単に短時間で行えるようになると共に、前記の水密シート22によってライナー部材20における水密性が大きく向上され、車両荷重や地震の揺れ等により、硬化したモルタル等の充填材2にクラックが発生しても、内部に漏水することがなくなる。   Here, in this embodiment, the watertight sheet 22 to which the plurality of plate-like profiles 21 are attached as described above is fitted into the fitting recess 13 provided in the reinforcing member 11 of the skeleton 10 by the fitting member 23. The plate-like profiles 21 and the fitting members 23 are attached so as to be integrated continuously on the inner peripheral side of the skeleton 10, and the plate-like profiles 21 are held by the fitting members 23. Therefore, the work for repairing the existing pipe line 1 can be performed in a short time by injecting and curing the curable filler 2 between the liner member 20 and the existing pipe line 1. The water-tight sheet 22 greatly improves the water-tightness of the liner member 20, and is filled with a filler such as mortar that has hardened due to vehicle load or earthquake vibration. Even if a crack occurs in the eliminated be leakage inside.

なお、この実施形態においては、筒状になった既設管路1の補修を行う場合について説明したが、補修する既設管路1の形状は筒状になったものに限定されない。例えば、現場築造された鉄筋コンクリート製の矩形管路において、頂版部と側壁部は腐食劣化が激しく、底版部が健全であるときは頂版部と側壁部のみを門形に補修させることもでき、この場合には、既設管路1の内面形状に対応するように門形になった補強部材11を用いるようにする。   In addition, in this embodiment, although the case where the existing pipeline 1 which became cylindrical shape was repaired was demonstrated, the shape of the existing pipeline 1 to repair is not limited to what was cylindrical shape. For example, in a rectangular pipe made of reinforced concrete built in the field, when the top plate and side walls are severely corroded and the bottom plate is healthy, only the top plate and side walls can be repaired into a gate shape. In this case, a reinforcing member 11 having a gate shape corresponding to the inner surface shape of the existing pipe line 1 is used.

1 既設管路
2 充填材
10 骨組み体
11 補強部材
12 連結部材
13 嵌合用凹部
20 ライナー部材
21 板状プロファイル、21a 長辺部
22 水密シート、22a 基布、22b 水密被膜
23 嵌合部材、23a プレート部、23b 脚部、23c 長辺部
DESCRIPTION OF SYMBOLS 1 Existing pipe line 2 Filler 10 Frame 11 Reinforcement member 12 Connection member 13 Recess 20 for fitting 20 Liner member 21 Plate-like profile, 21a Long side part 22 Watertight sheet, 22a Base cloth, 22b Watertight film 23 Fitting member, 23a Plate Part, 23b leg part, 23c long side part

Claims (7)

既設管路の内面側に配置される補強部材を既設管路の長さ方向に所定間隔を介して連結させた骨組み体を、既設管路内にその長さ方向に沿って配置させ、前記骨組み体の内周にライナー部材を装着させて、このライナー部材と既設管路との間に硬化性の充填材を注入させて硬化させる既設管路の補修方法において、前記ライナー部材として、既設管路の長さ方向に沿った複数の板状プロファイルを、前記骨組み体の内面側において所定間隔を介するようにして配置させ、前記骨組み体と前記ライナー部材との間に、骨組み体の内面側を覆うように水密シートを装着させるにあたり、前記骨組み体における補強部材の内面側に嵌合用凹部を設け、前記板状プロファイル相互の隙間部分における水密シートを、既設管路の長さ方向に沿った嵌合部材により前記嵌合用凹部内に押し込んで嵌合させると共に、前記嵌合部材をその両側における板状プロファイルの長辺部に当接させ、前記の水密シートと既設管路との間に硬化性の充填材を注入させて硬化させることを特徴とする既設管路の補修方法。   A framework in which reinforcing members arranged on the inner surface side of the existing pipeline are connected to each other in the length direction of the existing pipeline via a predetermined interval is arranged in the existing pipeline along the length direction, and the framework In the repair method of an existing pipe line in which a liner member is attached to the inner periphery of the body and a curable filler is injected and cured between the liner member and the existing pipe line, the existing pipe line is used as the liner member. A plurality of plate-like profiles along the length direction of the frame are arranged at predetermined intervals on the inner surface side of the frame body, and the inner surface side of the frame body is covered between the frame body and the liner member. When mounting the watertight sheet as described above, a recess for fitting is provided on the inner surface side of the reinforcing member in the framework, and the watertight sheet in the gap portion between the plate profiles is fitted along the length direction of the existing pipe line Part The fitting member is pushed into and fitted into the fitting recess, and the fitting member is brought into contact with the long side portion of the plate-like profile on both sides thereof, so that the curable filling is provided between the watertight sheet and the existing pipe line. A method of repairing an existing pipe line characterized by injecting a material and hardening it. 筒状になった既設管路の内面側に配置される環状の補強部材を既設管路の長さ方向に所定間隔を介して連結させた骨組み体を、既設管路内にその長さ方向に沿って配置させ、前記骨組み体の内面側にライナー部材を装着させて、このライナー部材と既設管路との間に硬化性の充填材を注入させて硬化させる既設管路の補修方法において、前記ライナー部材として、既設管路の長さ方向に沿った複数の板状プロファイルを、前記骨組み体の内面側においてその周方向に所定間隔を介するようにして配置させ、前記骨組み体と前記ライナー部材との間に、骨組み体の内面側を覆うように筒状になった水密シートを装着させるにあたり、前記骨組み体における環状の補強部材の内周側に嵌合用凹部を設け、前記板状プロファイル相互の隙間部分における水密シートを、既設管路の長さ方向に沿った嵌合部材により前記嵌合用凹部内に押し込んで嵌合させると共に、前記嵌合部材をその両側における板状プロファイルの長辺部に当接させ、前記の水密シートと既設管路との間に硬化性の充填材を注入させて硬化させることを特徴とする既設管路の補修方法。   A frame structure in which an annular reinforcing member arranged on the inner surface side of an existing pipe line in a cylindrical shape is connected to the length of the existing pipe line through a predetermined interval in the length direction of the existing pipe line. In the repair method of the existing pipeline, the liner member is mounted on the inner surface side of the frame body, and a curable filler is injected between the liner member and the existing pipeline to be cured. As the liner member, a plurality of plate-like profiles along the length direction of the existing pipe line are arranged at predetermined intervals in the circumferential direction on the inner surface side of the skeleton, and the skeleton, the liner member, In order to attach a cylindrical watertight sheet so as to cover the inner surface side of the frame body, a fitting recess is provided on the inner peripheral side of the annular reinforcing member in the frame body, In the gap The watertight sheet is pushed and fitted into the fitting recess by the fitting member along the length direction of the existing pipeline, and the fitting member is brought into contact with the long side portion of the plate-like profile on both sides thereof. A method for repairing an existing pipe line, wherein a hardening filler is injected between the water-tight sheet and the existing pipe line and cured. 複数の板状プロファイルが、前記水密シートに一体的に取り付けられていることを特徴とする請求項1又は請求項2に記載の既設管路の補修方法。   The repair method of the existing pipe line according to claim 1 or 2, wherein a plurality of plate-like profiles are integrally attached to the watertight sheet. 前記嵌合部材に当接された両側における板状プロファイルの長辺部の端部を、前記嵌合部材により保持させることを特徴とする請求項1〜請求項3の何れか1項に記載の既設管路の補修方法。   The edge part of the long side part of the plate-shaped profile in the both sides contact | abutted to the said fitting member is hold | maintained by the said fitting member, The any one of Claims 1-3 characterized by the above-mentioned. How to repair existing pipelines. 前記骨組み体の内面側を覆うように筒状になった水密シートを装着させるにあたり、前記水密シートを筒状に形成し、筒状に形成された水密シートの接合部分を水密状態にしたことを特徴とする請求項2〜請求項4の何れか1項に記載の既設管路の補修方法。   In attaching a watertight sheet that is cylindrical so as to cover the inner surface side of the skeleton, the watertight sheet is formed in a cylindrical shape, and the joint portion of the watertight sheet formed in a cylindrical shape is in a watertight state. The repair method of the existing pipe line of any one of Claims 2-4 characterized by the above-mentioned. 既設管路の内面側に配置される補強部材を既設管路の長さ方向に所定間隔を介して連結させた骨組み体と、前記骨組み体の内面側に配置されるライナー部材とを備え、前記ライナー部材として、既設管路の長さ方向に沿った複数の板状プロファイルを、前記骨組み体の内面側において所定間隔を介するようにして配置させ、前記骨組み体と前記ライナー部材との間に、水密シートを骨組み体の内面側を覆うように装着させるにあたり、前記骨組み体における補強部材の内面側に嵌合用凹部を設け、前記の板状プロファイル相互の隙間部分における水密シートを前記嵌合用凹部内に押し込んで保持させ且つ両側における板状プロファイルの長辺部に当接させる嵌合部材を、既設管路の長さ方向に沿って設けたことを特徴とする既設管路の補修部材。   A framework in which reinforcing members arranged on the inner surface side of the existing pipeline are connected to each other in the length direction of the existing pipeline via a predetermined interval; and a liner member arranged on the inner surface side of the framework, As the liner member, a plurality of plate-like profiles along the length direction of the existing pipe line are arranged at a predetermined interval on the inner surface side of the skeleton, and between the skeleton and the liner member, When mounting the watertight sheet so as to cover the inner surface side of the framework, a recess for fitting is provided on the inner surface side of the reinforcing member in the framework, and the watertight sheet in the gap portion between the plate-like profiles is placed in the recess for fitting. The existing pipe line repairing section is provided with a fitting member that is pushed in and held in contact with the long sides of the plate-like profile on both sides along the length direction of the existing pipe line. . 筒状になった既設管路の内面側に配置される環状の補強部材を既設管路の長さ方向に所定間隔を介して連結させた骨組み体と、前記骨組み体の内周に配置されるライナー部材とを備え、前記ライナー部材として、既設管路の長さ方向に沿った複数の板状プロファイルを、前記骨組み体の内周側においてその周方向に所定間隔を介するようにして配置させ、前記骨組み体と前記ライナー部材との間に、筒状になった水密シートを骨組み体の内周側を覆うように装着させるにあたり、前記骨組み体における環状の補強部材の内周側に嵌合用凹部を設け、前記の板状プロファイル相互の隙間部分における水密シートを前記嵌合用凹部内に押し込んで保持させ且つ両側における板状プロファイルの長辺部に当接させる嵌合部材を、既設管路の長さ方向に沿って設けたことを特徴とする既設管路の補修部材。   A skeleton body in which an annular reinforcing member disposed on the inner surface side of the existing pipe line in a cylindrical shape is connected to the existing pipe line in the length direction through a predetermined interval, and is disposed on the inner periphery of the skeleton body. A liner member, and as the liner member, a plurality of plate-like profiles along the length direction of the existing pipe line are arranged at predetermined intervals in the circumferential direction on the inner peripheral side of the framework, When mounting the cylindrical watertight sheet between the framework and the liner member so as to cover the inner periphery of the framework, a fitting recess is provided on the inner periphery of the annular reinforcing member of the framework. A fitting member that pushes and holds the water-tight sheet in the gap between the plate-like profiles into the fitting recess and contacts the long sides of the plate-like profiles on both sides, Direction Repair section of the existing pipeline, characterized in that provided along.
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KR101956018B1 (en) * 2018-09-07 2019-03-08 이처례 Piping Internal Repair Device

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