JP2006082272A - Liner for regenerating and repairing existing pipe and its manufacturing method - Google Patents

Liner for regenerating and repairing existing pipe and its manufacturing method Download PDF

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JP2006082272A
JP2006082272A JP2004267112A JP2004267112A JP2006082272A JP 2006082272 A JP2006082272 A JP 2006082272A JP 2004267112 A JP2004267112 A JP 2004267112A JP 2004267112 A JP2004267112 A JP 2004267112A JP 2006082272 A JP2006082272 A JP 2006082272A
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existing pipe
layer
fibers
reinforcing material
fibrous reinforcing
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Shinkichi Ooka
伸吉 大岡
Masashi Kondo
昌司 近藤
Mitsuyoshi Cho
満良 張
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Yoshika KK
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Yoshika KK
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<P>PROBLEM TO BE SOLVED: To provide a liner for regenerating and repairing an existing pipe constituted so as to be certainly and closely bonded to the inside surface of the existing pipe while preventing the occurrence of wrinkles or projections even in the bend part of the existing pipe and capable of certainly preventing the occurrence of a crack in the bent part, and its manufacturing method. <P>SOLUTION: In the liner for regenerating and repairing the existing pipe which is formed by incorporating a fibrous reinforcing material in a curable resin pipe and inserted in the existing pipe to line the inner peripheral surface of the existing pipe, a plurality of the fibrous reinforcing materials 10 are laminated to form layers (12 and 14) wherein the respective fibers of them are arranged in the same direction and the arranging direction of the fibers of each of the laminated layers are inclined at 50-70° with respect to the pipe axial direction of the existing pipe so that the angles of inclination of the fibers are alternately set to opposite directions at every laminated layer and the respective fibrous reinforcing material layers are sewn so as to keep the fiber arranging directions of the respective layers and the laminated state of them. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、地中に埋設された水道管、下水管等の既設管を補修するために、既設管の内周面にライニングされる硬化性樹脂管である既設管更生補修用ライナー及びその製造方法に関する。   The present invention relates to an existing pipe rehabilitation repair liner that is a curable resin pipe that is lined on the inner peripheral surface of an existing pipe in order to repair existing pipes such as water pipes and sewer pipes buried in the ground, and the production thereof. Regarding the method.

地中に埋設された水道管、下水管等の既設管に対する止水などの補修は、開削することによって既設管を露出させて外周側から既設管を補修する方法に代えて、近時、既設管の内周面をライニング管によってライニングする方法が、工期短縮等の点から注目を集めている。例えば、特許文献1(特許第3051277号公報)には、硬化性樹脂管が開示されており、硬化性樹脂管の補強のために内包させる繊維状補強材として、既設管の管軸方向に対して異なる方向に傾斜した2本の繊維束であるロービングを交差させて編み込んだ繊維層を用いている。   Repairs such as water stop for existing pipes such as water pipes and sewage pipes buried in the ground have recently been replaced with a method of exposing existing pipes by excavation and repairing existing pipes from the outer periphery. The method of lining the inner peripheral surface of a pipe with a lining pipe is attracting attention in terms of shortening the construction period. For example, Patent Document 1 (Patent No. 3051277) discloses a curable resin pipe, and as a fibrous reinforcing material to be included for reinforcement of the curable resin pipe, the pipe axis direction of the existing pipe is used. Thus, a fiber layer in which rovings, which are two bundles of fibers inclined in different directions, are crossed and used is used.

すなわち、既設管のライニング工法では、硬化性樹脂管を既設管内周面に密着させることが求められるが、直線状の既設管の内周面には、硬化性樹脂管の密着は比較的達成が容易である。しかし、例えば図7に示すように、既設管400の一部に曲管401が使用されて屈曲している場合には、更生用のライナーである硬化性樹脂管402における屈曲外周側部分には、引っ張り力が作用し、湾曲内周側部分には圧縮力が作用する。このために、硬化性樹脂管402の湾曲外周側部分は、既設管400内周面に、確実に密着しないおそれがあり、反対に硬化性樹脂管402における湾曲内周側部分には、硬化性樹脂管402内へ突出するしわ、突起等が発生するおそれがある。   That is, in the existing pipe lining method, the curable resin pipe is required to be in close contact with the inner peripheral surface of the existing pipe. However, the close contact of the curable resin pipe is relatively achieved on the inner peripheral surface of the linear existing pipe. Easy. However, as shown in FIG. 7, for example, when a bent tube 401 is used as a part of the existing tube 400 and bent, the bent outer peripheral portion of the curable resin tube 402 serving as a rehabilitation liner is not provided. A tensile force acts, and a compressive force acts on the curved inner peripheral side portion. For this reason, there is a possibility that the curved outer peripheral side portion of the curable resin tube 402 does not securely adhere to the inner peripheral surface of the existing tube 400, and conversely, the curved inner peripheral portion of the curable resin tube 402 has a curable property. There is a possibility that wrinkles, protrusions, or the like protruding into the resin tube 402 may occur.

ここで、しわ、突起等の発生に関しては、硬化性樹脂管の補強のために硬化性樹脂管に内包される繊維状補強材の繊維伸長方向が1つの要因となっている。例えば、既設管の管軸方向に沿って伸長するように繊維状補強材を設置すると既設管の曲がり部分の内周側には、しわが発生しやすい状況となる。一方、既設管の管軸方向と直交する方向に沿って繊維状補強材の繊維方向が設定されると曲がり部の内周側でのしわの発生は防げても管軸方向の強度が劣るという結果となる。   Here, with respect to the generation of wrinkles, protrusions, and the like, the fiber elongation direction of the fibrous reinforcing material included in the curable resin tube for reinforcing the curable resin tube is one factor. For example, when a fibrous reinforcing material is installed so as to extend along the tube axis direction of the existing pipe, wrinkles are likely to occur on the inner peripheral side of the bent portion of the existing pipe. On the other hand, when the fiber direction of the fibrous reinforcing material is set along the direction orthogonal to the tube axis direction of the existing pipe, the strength in the tube axis direction is inferior even though the generation of wrinkles on the inner peripheral side of the bent portion can be prevented. Result.

そこで、特許文献1に開示した技術では、硬化性樹脂管の補強のために内包させる繊維状補強材を既設管の管軸方向に対して異なる方向に傾斜した2本の繊維束であるロービングを交差させて編み込んだ繊維層として形成している。この構成により、屈曲した既設管内周面にも確実に密着し、しわ等が発生するおそれがなく、且つ機械的な強度を向上できる硬化性樹脂管を達成している。   Therefore, in the technology disclosed in Patent Document 1, a roving which is a bundle of two fibers inclined in different directions with respect to the tube axis direction of the existing pipe is provided with a fibrous reinforcing material included for reinforcing the curable resin pipe. It is formed as a fiber layer woven by crossing. With this configuration, a curable resin pipe that reliably adheres to the inner peripheral surface of a bent existing pipe, does not cause wrinkles, and can improve mechanical strength is achieved.

特許第3051277号公報Japanese Patent No. 3051277

上記特許文献1の技術によれば、硬化性樹脂管の強度低下を防止しつつ曲がり部におけるしわや突起の発生を防ぐことができ、経時的にパンク等の破損の発生や樹脂管内の流れの阻害を防ぎ、ゴミや沈澱物の滞溜を解消することができる。しかしながら、補強用の繊維を束状にして織り込んでいるので、その織り目あるいは編み目に相当する部分は、曲がり部、特に外周部ではその大きさが広がる部分が生じる。そして、そのまま硬化性樹脂が硬化すると、その織り目の隙間部分は繊維材で補強されていない部分となり、クラックの発生の原因となる可能性が残されている。   According to the technique of the above-mentioned Patent Document 1, it is possible to prevent the generation of wrinkles and protrusions at the bent portion while preventing the strength of the curable resin tube from being lowered, and the occurrence of breakage such as puncture and the flow of the resin tube over time. Inhibition can be prevented, and accumulation of dust and sediment can be eliminated. However, since the reinforcing fibers are woven in a bundle shape, a portion corresponding to the weave or the stitch is a bent portion, in particular, a portion having an enlarged size at the outer peripheral portion. And if curable resin hardens | cures as it is, the clearance gap part of the weave will become a part which is not reinforced with the fiber material, and the possibility of causing the generation | occurrence | production of a crack remains.

本発明は上記従来の問題を解決するものであり、その目的は、既設管の曲がり部においてもしわや突起の発生を防止しつつ確実に既設管内側面に密着し、かつ曲がり部におけるクラックの発生を確実に防止することのできる既設管更生補修用ライナー及びその製造方法を提供することにある。   The present invention solves the above-described conventional problems, and its purpose is to prevent the occurrence of wrinkles and protrusions even at the bent portion of the existing pipe, and to securely adhere to the inner side surface of the existing pipe, and to generate cracks at the bent portion. It is an object of the present invention to provide an existing pipe rehabilitation repair liner and a method for manufacturing the same.

上記目的を達成するため、請求項1に係る既設管更生補修用ライナーは、
硬化性樹脂管に繊維状の補強材を内包して形成され、既設管内に挿入されて該既設管の内周面をライニングする既設管更生補修用ライナーにおいて、前記繊維状補強材は、それぞれ繊維が同方向に並べられて成る層が複数積層され、積層された各層の前記繊維の並び方向は前記既設管の管軸方向に対して所定角度傾斜され、且つ前記傾斜角度はそれぞれ積層の層毎に交互に逆方向の傾斜角度とされ、前記各層は、前記繊維を密に集合させた密繊維部と、前記繊維を疎に集合させた疎繊維部と、が交互に並列されて設置され、前記各層の繊維の並び方向及びそれらの積層状態が維持されるように縫われて形成されたことを特徴とする。
In order to achieve the above object, an existing pipe rehabilitation liner according to claim 1 is:
In an existing pipe rehabilitation liner that is formed by encapsulating a fibrous reinforcing material in a curable resin pipe and is inserted into an existing pipe and linings the inner peripheral surface of the existing pipe, each of the fibrous reinforcing materials is a fiber. A plurality of layers arranged in the same direction are laminated, and the arrangement direction of the fibers of each of the laminated layers is inclined by a predetermined angle with respect to the tube axis direction of the existing pipe, and the inclination angle is different for each layer of the laminated layers. In each of the layers, the dense fiber portions in which the fibers are densely assembled and the sparse fiber portions in which the fibers are loosely assembled are alternately arranged in parallel. It is characterized in that it is formed by sewing so that the arrangement direction of the fibers of each layer and the laminated state thereof are maintained.

この構成により、硬化性樹脂管を補強する繊維状補強材は、既設管の管軸方向に対して所定角度傾斜しているので、既設管の曲がり部に対する追従性が良好なものとなっており、また、管軸方向に伸長する繊維方向や管軸方向に直交する繊維方向に比し、曲がり部の内周側、外周側でのしわや突起の発生、強度の劣化が生じることもない。更に、編み込みや織りの状態がないので、曲がり部において編み目や織り目の部分に補強部材の隙間が生じることがなく、その部分の硬化性樹脂におけるクラック等の発生を防止することができる。特に、密繊維部と疎繊維部の交互の並列により、曲がり部の内周部では疎繊維部がより密状態に近づくことでしわの発生が防止され、外周部では密繊維部がより疎状態に成ることで補強部材の偏りや不存在状態の発生を防ぐことができ、曲がり部における密着性と繊維状補強部材の偏りや隙間の発生を確実に防止することができる。 なお、上記繊維状補強材の層の数は2層以上であれば適宜、設定変更が可能である。   With this configuration, the fibrous reinforcing material that reinforces the curable resin pipe is inclined at a predetermined angle with respect to the pipe axis direction of the existing pipe, so that the followability to the bent portion of the existing pipe is good. Further, compared to the fiber direction extending in the tube axis direction and the fiber direction perpendicular to the tube axis direction, wrinkles and protrusions are not generated on the inner peripheral side and outer peripheral side of the bent portion, and the strength is not deteriorated. Furthermore, since there is no state of knitting or weaving, there is no gap between the reinforcing members at the stitches or the stitches at the bent portions, and the occurrence of cracks or the like in the curable resin at that portion can be prevented. In particular, due to the alternating parallel arrangement of the dense fiber portion and the sparse fiber portion, wrinkle generation is prevented by the sparse fiber portion approaching a denser state at the inner peripheral portion of the bent portion, and the dense fiber portion is more sparse at the outer peripheral portion. Therefore, it is possible to prevent the reinforcing member from being biased or not present, and to reliably prevent the adhesion at the bent portion and the fibrous reinforcing member from being biased or generated. The number of layers of the fibrous reinforcing material can be appropriately changed as long as it is two or more.

請求項2に係る既設管更生補修用ライナーは、
前記繊維状補強材の各層の前記繊維の並び方向の管軸方向に対する傾斜角度が、50度から70度の間で設定されることを特徴とする。この様な角度は、実験的に良好な角度、すなわち、既設管の曲がり部における追従性と強度の確保の点において優れることが確認されてものであり、請求項1の構成と相まって良好な既設管更生の機能を奏するものである。
The existing pipe rehabilitation liner according to claim 2 is:
An inclination angle of each layer of the fibrous reinforcing material with respect to the tube axis direction in the fiber arranging direction is set between 50 degrees and 70 degrees. It is confirmed that such an angle is experimentally good, that is, excellent in ensuring the followability and strength at the bent portion of the existing pipe. It plays the function of tube rehabilitation.

請求項3に係る既設管更生補修用ライナーは、
前記疎繊維部が、前記密繊維部を形成する繊維の数よりも多い繊維数とされたことを特徴とする。この構成により、既設管の曲がり部の特に内周側に発生し易いしわや突起の発生を防ぐ機能、即ち、好適な繊維状補強材の分布を維持した状態での曲がりの許容範囲を大きくすることができる。
The existing pipe rehabilitation liner according to claim 3 is:
The sparse fiber portion has a number of fibers larger than the number of fibers forming the dense fiber portion. With this configuration, the function of preventing the generation of wrinkles and protrusions that are likely to occur particularly at the inner peripheral side of the bent portion of the existing pipe, that is, the allowable range of bending in a state in which a suitable distribution of the fibrous reinforcing material is maintained is increased. be able to.

請求項4に係る既設管更生補修用ライナーの製造方法は、
硬化性樹脂管に繊維状の補強材を内包して形成され、既設管内に挿入されて該既設管の内周面をライニングする既設管更生補修用ライナーの製造方法において、前記繊維状補強材の繊維の伸長方向をほぼ同方向とし、且つ、繊維を密に集合させた密繊維部と、該密繊維部よりも繊維を疎にして集合させた疎繊維部とを交互に並列させ、更に、前記伸長方向を前記既設管の管軸方向に対して所定角度傾斜させて並べて繊維状補強材の一層を形成する工程と、前記形成された一層の繊維状補強材層に積層させる層として、前記繊維の伸長方向の傾斜角度を前記一層目の傾斜角度とは逆方向に傾斜する角度として前記一層目と同様の構成で二層目の繊維状補強材の層を形成する工程と、必要に応じて前記二層の繊維状補強材層に積層させる層として、前記繊維の伸長方向の傾斜角度を順次逆方向の角度として一層目の構成と同様に三層目以降の繊維状補強材の層を形成する工程と、前記繊維状補強材の各層の繊維並び方向及び複数の繊維状補強材の積層状態を維持するように縫う工程と、を含むことを特徴とする。
The manufacturing method of the existing pipe rehabilitation liner according to claim 4 is:
In the manufacturing method of an existing pipe rehabilitation liner, which is formed by encapsulating a fibrous reinforcing material in a curable resin pipe, and is inserted into an existing pipe and linings the inner peripheral surface of the existing pipe, The stretch direction of the fibers is substantially the same direction, and the dense fiber portions in which the fibers are densely gathered and the loose fiber portions in which the fibers are loosened and gathered than the dense fiber portions are alternately arranged in parallel. The step of forming a single layer of fibrous reinforcing material by arranging the extending direction to be inclined at a predetermined angle with respect to the tube axis direction of the existing tube, and the layer laminated on the formed single layer of fibrous reinforcing material, A step of forming a second layer of fibrous reinforcing material in the same configuration as the first layer, with the inclination angle of the fiber extending in the direction opposite to the inclination angle of the first layer, and if necessary As a layer to be laminated on the two fibrous reinforcing material layers The step of forming the third and subsequent layers of the fibrous reinforcing material in the same manner as the first layer with the inclination angle in the fiber extension direction as the reverse angle sequentially, and the fiber alignment direction of each layer of the fibrous reinforcing material And a step of sewing so as to maintain a laminated state of the plurality of fibrous reinforcing materials.

この構成により、請求項1に記載した構成の既設管更生補修用ライナー、すなわち、既設管の曲がり部に対して良好に追従することができ、内周側、外周側でのしわや突起の発生、強度の劣化が生じることがなく、更に、曲がり部での補強部材の隙間の生じることがなく、その部分の硬化性樹脂におけるクラック等の発生を防止することができる既設管更生補修用ライナーを製造することができる。   With this configuration, the existing pipe rehabilitation repair liner having the configuration described in claim 1, that is, can follow the bent portion of the existing pipe satisfactorily, and generation of wrinkles and protrusions on the inner peripheral side and the outer peripheral side An existing pipe rehabilitation repair liner that does not cause deterioration in strength, and further prevents the occurrence of cracks in the curable resin of the curable resin without causing a gap in the reinforcing member at the bent portion. Can be manufactured.

また、請求項5に係る既設管更生補修用ライナーの製造方法は、前記繊維状補強材の各層の製造が、前記繊維の並び方向の管軸方向に対する傾斜角度が、50度から70度の間で設定されることを特徴とし、請求項6に係る既設管更生補修用ライナーの製造方法は、前記疎繊維部が前記密繊維部よりも繊維本数を多くして形成されることを特徴とする。   According to a fifth aspect of the present invention, there is provided a method for manufacturing an existing pipe rehabilitation liner, in which each layer of the fibrous reinforcing material is manufactured such that an inclination angle of the fiber arrangement direction with respect to a pipe axis direction is between 50 degrees and 70 degrees. The method for manufacturing an existing pipe rehabilitation liner according to claim 6 is characterized in that the sparse fiber portion is formed with more fibers than the dense fiber portion. .

これらの構成により、請求項2及び3に記載した構成及び機能を有する既設管更生補修用ライナーを製造することができる。すなわち、既設管の曲がり部での追従性をより向上させ、内周側、外周側でのしわ、突起の発生強度の劣化防止をより確実なものとする既設管更生補修用ライナーを製造することができる。   With these configurations, it is possible to manufacture an existing pipe rehabilitation liner having the configuration and functions described in claims 2 and 3. That is, to manufacture a liner for repairing existing pipe rehabilitation that further improves the followability at the bent part of the existing pipe and more reliably prevents the deterioration of the wrinkles and protrusion generation strength on the inner and outer peripheral sides. Can do.

本発明に係る既設管更生補修用ライナー及びその製造方法によれば、既設管の曲がり部においても、その全周にわたって、しわ、突起等や強度の劣化の発生が防止され、更に曲がり部における繊維状補強材の隙間の発生に起因する硬化樹脂におけるクラックの発生を防止することができる。これにより、既設管内周面をライニングする硬化した樹脂管は、内部にしわやクラックの発生がなく、止水性能や流れの良好性が確保され、また、既設管とも良好に密着しているために、耐久性は著しく向上する。また、その様な効果を奏する既設管更生補修用ライナーを製造することができる。   According to the existing pipe rehabilitation repair liner and the manufacturing method thereof according to the present invention, even in the bent portion of the existing pipe, the occurrence of wrinkles, protrusions and deterioration of strength is prevented over the entire circumference, and the fiber in the bent portion is further prevented. It is possible to prevent the occurrence of cracks in the cured resin due to the occurrence of gaps in the shape reinforcing material. As a result, the cured resin pipe lining the inner peripheral surface of the existing pipe is free of wrinkles and cracks inside, ensuring water-stopping performance and good flow, and is also in good contact with the existing pipe. In addition, the durability is remarkably improved. In addition, an existing pipe rehabilitation liner that exhibits such an effect can be manufactured.

以下、図面に基づいてについて本発明の実施の形態について説明する。図1は、実施の形態に係る既設管更生補修用ライナーの硬化性樹脂管に内包される繊維状補強材10を示す概略斜視図であり、繊維状補強材10が第1補強材層12と第2補強材層14の2層から構成される例を示している。   Hereinafter, embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a schematic perspective view showing a fibrous reinforcing material 10 included in a curable resin pipe of an existing pipe rehabilitation repair liner according to an embodiment, and the fibrous reinforcing material 10 includes a first reinforcing material layer 12 and The example comprised from the 2nd layer of the 2nd reinforcement material layer 14 is shown.

これらの2つの補強材層12,14は、硬化性樹脂管の補強のためのものであり、硬化性樹脂管の成形時には補強材層12,14は硬化性樹脂管に内包された状態となる。その状態を得るため、積層された第1及び第2の補強材層12,14にはそれぞれ樹脂が含浸される。なお、上記繊維状補強材10を構成する繊維としては、ガラス繊維やポリエステル繊維等が用いられ、硬化性樹脂としては不飽和ポリエステルやエポキシ・アクリレート樹脂やエポキシ樹脂などが用いられる。   These two reinforcing material layers 12 and 14 are for reinforcing the curable resin tube, and the reinforcing material layers 12 and 14 are included in the curable resin tube when the curable resin tube is molded. . In order to obtain this state, the laminated first and second reinforcing material layers 12 and 14 are impregnated with resin, respectively. In addition, glass fiber, polyester fiber, etc. are used as a fiber which comprises the said fibrous reinforcement 10, and unsaturated polyester, an epoxy acrylate resin, an epoxy resin, etc. are used as curable resin.

また、本発明の特徴的なことは、図示のように、第1補強材層12と第2補強材層14の2層の繊維の並び方向が所定角度傾斜され、且つそれぞれ逆方向に傾斜されていることである。本実施の形態では、設置箇所である既設管の管軸方向繊維状補強材100に対して約60度の傾斜角をもって並んでおり、第1補強材層12(実線で示された繊維方向)と第2補強材層14(破線で示された繊維方向)とではそれぞれ逆方向に約60度傾斜している。   Also, the characteristic feature of the present invention is that, as shown in the figure, the arrangement direction of the two layers of fibers of the first reinforcing material layer 12 and the second reinforcing material layer 14 is inclined by a predetermined angle, and each is inclined in the opposite direction. It is that. In the present embodiment, the first reinforcing material layer 12 (fiber direction indicated by a solid line) is arranged with an inclination angle of about 60 degrees with respect to the fibrous reinforcing material 100 in the tube axis direction of the existing pipe that is the installation location. And the second reinforcing material layer 14 (fiber direction indicated by a broken line) are inclined by about 60 degrees in the opposite directions.

そして、この様に形成された繊維状補強材10とこれに含浸された硬化性樹脂の表裏面に図示していないフィルムを付してこれを図2に示したような筒状に湾曲成形して既設管更生補修用ライナーとなる硬化性樹脂管20が形成される。   A film not shown is attached to the front and back surfaces of the fibrous reinforcing material 10 thus formed and the curable resin impregnated therein, and this is bent into a cylindrical shape as shown in FIG. Thus, the curable resin pipe 20 is formed as a liner for repairing existing pipe rehabilitation.

図3は、本実施の形態に係る繊維状補強材10の一部切り欠き拡大図であり、この繊維状補強材10の特徴的構成は、各補強材層12,14の繊維がそれぞれ密に集合された密繊維部12a、14aと、それよりまばらに(疎に)集合された疎繊維部12b、14bとを有し、それらが交互に配置されていることである。すなわち、繊維が疎/密/疎/密の集合状態になっており、隙間なく並べられている。   FIG. 3 is a partially cutaway enlarged view of the fibrous reinforcing material 10 according to the present embodiment. The characteristic configuration of the fibrous reinforcing material 10 is that the fibers of the reinforcing material layers 12 and 14 are densely arranged. The dense fiber portions 12a and 14a are aggregated, and the sparse fiber portions 12b and 14b are sparsely aggregated (sparsely), and they are alternately arranged. That is, the fibers are in an aggregated state of sparse / dense / sparse / dense and are arranged without gaps.

これら密繊維部12a、14a、疎繊維部12b、14bは、縛られて集束された状態ではなく、単に集合されている状態である。例えば、密繊維部12a、14aはダイレクトロービングといわれるものを用いることができ、疎繊維部12b、14bは、ダイレクトロービングのような密状態の繊維の集合に対し強風などを当てることにより、まばらにすることで得たバルキロービングといわれるものを用いることができる。密繊維部12a、14a、疎繊維部12b、14bは、例えば数千本の繊維で構成され、適宜本数は調整変更してもよい。   These dense fiber portions 12a and 14a and sparse fiber portions 12b and 14b are not constrained and focused, but are simply assembled. For example, the dense fiber portions 12a and 14a can be used as what is called direct roving, and the sparse fiber portions 12b and 14b are sparse by applying a strong wind or the like to a set of dense fibers such as direct roving. The so-called bulk roving obtained by doing so can be used. The dense fiber portions 12a and 14a and the sparse fiber portions 12b and 14b are composed of, for example, thousands of fibers, and the number may be appropriately adjusted.

次に、図4は縫製の手法を例示したものであり、繊維状補強材10の各補強材層12,14のそれぞれの繊維方向の維持及び第1補強材層12と第2補強材層14の積層状態安定のために縫製が行われるものである。例えば、繊維状補強材10の隅部の縫製に加えて、繊維の並び状態が維持される程度に、所定箇所(図上符号40にて示した)縫製ラインの様に、密繊維部12a、14aと疎繊維部12b、14bとの境界を1回通し、次は各繊維部の集合の中を通し、密繊維部12a、14aと疎繊維部12b、14bのそれぞれ半分をとって混合束にする様に縫製している。   Next, FIG. 4 exemplifies a sewing method, and maintains the respective fiber directions of the reinforcing material layers 12 and 14 of the fibrous reinforcing material 10 and the first reinforcing material layer 12 and the second reinforcing material layer 14. Sewing is performed to stabilize the laminated state. For example, in addition to the sewing of the corners of the fibrous reinforcing material 10, the dense fiber portions 12 a, as in a predetermined part (indicated by reference numeral 40 in the figure) sewing line, to the extent that the fiber alignment state is maintained. 14a and the sparse fiber portions 12b and 14b are passed once, and the next is passed through the assembly of each fiber portion, and the dense fiber portions 12a and 14a and the sparse fiber portions 12b and 14b are each half and mixed into bundles. Sewing as you do.

図5は、上述の完成した既設管更生補修用ライナー50が実際に既設官400に設置された状態が部分説明図として示されている。図示のように、既設管更生補修用ライナー50の最外層としては防水性のフィルム52が貼着されており、既設管内の水分から硬化するまでの既設管更生補修用ライナー50を保護する様にしている。最内層にも保護用のフィルム54が付されているが、これは樹脂を含浸した状態の繊維状補強材10からの樹脂漏れなどを防ぐためのものであり、最終的には除去されるのが通常である。   FIG. 5 is a partial explanatory view showing a state where the completed existing pipe rehabilitation repair liner 50 is actually installed in the existing officer 400. As shown in the drawing, a waterproof film 52 is applied as the outermost layer of the existing pipe rehabilitation liner 50 so as to protect the existing pipe rehabilitation repair liner 50 until it is cured from moisture in the existing pipe. ing. A protective film 54 is also attached to the innermost layer, but this is for preventing resin leakage from the fibrous reinforcing material 10 impregnated with resin, and is finally removed. Is normal.

次に、上記構成の既設管更生補修用ライナー50の既設管への実際の設置について説明する。まず、硬化前の既設管更生補修用ライナー50が準備されるが、これは、例えば、上述の積層状態で縫製された第1補強材層12と第2補強材層14とを円筒状にし、その状態でその外周面と内周面にフィルムを貼着する。その後、その外と内のフィルム間に硬化性樹脂を充填する。これにより、硬化前の既設管更生補修用ライナー50が完成する。   Next, actual installation of the existing pipe rehabilitation repair liner 50 configured as described above on the existing pipe will be described. First, the existing pipe rehabilitation liner 50 before curing is prepared. This is, for example, by making the first reinforcing material layer 12 and the second reinforcing material layer 14 sewn in the above-described laminated state into a cylindrical shape, In that state, a film is stuck on the outer peripheral surface and the inner peripheral surface. Thereafter, a curable resin is filled between the outer and inner films. Thereby, the existing pipe rehabilitation repair liner 50 before hardening is completed.

そして、その柔軟な状態の未硬化の既設管更生補修用ライナー50の既設管内への設置が行われる。この既設管更生補修用ライナー50の既設管内への設置には引き込み方法と反転挿入方法が存するが、ここでは反転挿入方法により設置する例を図6に基づいて説明する。まず、補修すべき既設管400内に設置前状態での内周面が外周面となって既設管400の内周面に密着していくように、流体圧を供給しつつ反転挿入が行われる。この反転挿入は、既設管更生補修用ライナー50の硬化性樹脂13が未硬化状態であるために容易に行うことができる。   Then, the uncured existing pipe rehabilitation repair liner 50 in a flexible state is installed in the existing pipe. There are a pull-in method and a reverse insertion method for installing the existing pipe rehabilitation repair liner 50 in the existing pipe. Here, an example of installation by the reverse insertion method will be described with reference to FIG. First, reverse insertion is performed while supplying fluid pressure so that the inner peripheral surface of the existing pipe 400 to be repaired is an outer peripheral surface and is in close contact with the inner peripheral surface of the existing pipe 400. . This reverse insertion can be easily performed because the curable resin 13 of the existing pipe rehabilitation repair liner 50 is in an uncured state.

上記流体圧の供給は、既設管更生補修用ライナー50の反転された部分50aと反転されていない部分50bとの間に、図示しないコンプレッサーおよびエアー管等により加圧空気を供給して行われる。これにより、既設管更生補修用ライナー50の反転されていない部分50bが、徐々に既設管400内へと反転挿入されて行くものである。また、その反転された部分50aは、加圧空気によって既設管400内周面に、順次、密着される。   The fluid pressure is supplied by supplying pressurized air between the inverted portion 50a and the non-inverted portion 50b of the existing pipe repair / repair liner 50 by means of a compressor and an air pipe (not shown). As a result, the non-inverted portion 50 b of the existing pipe rehabilitation repair liner 50 is gradually inverted and inserted into the existing pipe 400. Further, the inverted portion 50a is brought into close contact with the inner peripheral surface of the existing pipe 400 sequentially by pressurized air.

反転挿入時において、既設管更生補修用ライナー50の後端部は閉塞されており、後端末にはケーブルの一端側が接続されている。このケーブルの他端側には、駆動プーリ、従動プーリ、DCモータ、減速機、エンコーダ等を備えたプリングマシーンが接続されており、このプリングマシーンによって、既設管更生補修用ライナー50の反転挿入速度に同期してケーブルの送り込みが定速度で行われる。   At the time of reverse insertion, the rear end portion of the existing pipe rehabilitation repair liner 50 is closed, and one end side of the cable is connected to the rear end. A pulling machine having a drive pulley, a driven pulley, a DC motor, a speed reducer, an encoder, and the like is connected to the other end of the cable. By this pulling machine, the reverse insertion speed of the existing pipe rehabilitation repair liner 50 is increased. Synchronously with this, the cable is fed at a constant speed.

このようにして、反転挿入が行われる場合、既設管の曲がり部においても、その内側面に密着しつつ曲がりつつ挿入される。そして、既設管更生補修用ライナー50には、曲率半径の大きい曲がり部の外周側部分では引張力が作用し、反対に曲率半径の小さい内周側では圧縮力が作用する。その様な作用状態で、本実施の形態に係る既設管更生補修用ライナー50は、既設管の管軸方向繊維状補強材100と同方向に繊維状補強材を並べられた場合の欠点及び管軸方向繊維状補強材100と直交する方向に繊維状補強材を並べられた場合の欠点の双方を解消した機能を発揮することができる。すなわち、硬化性樹脂管20に内包された繊維状補強材10は管軸方向繊維状補強材100に対してそれぞれ逆方向に約60度傾斜した繊維層から構成されているので、既設管の曲がり部に対するスムーズな追従性が得られる。   In this way, when reverse insertion is performed, the bent portion of the existing pipe is inserted while being bent while closely contacting the inner surface thereof. The existing pipe rehabilitation repair liner 50 is subjected to a tensile force on the outer peripheral portion of the bent portion having a large curvature radius, and conversely, a compressive force is applied to the inner peripheral side having a small curvature radius. In such an operating state, the existing pipe rehabilitation repair liner 50 according to the present embodiment has the drawbacks and pipes when the fibrous reinforcements are arranged in the same direction as the tubular axial fiber reinforcement 100 of the existing pipe. The function which eliminated both the faults at the time of arranging a fibrous reinforcement in the direction orthogonal to the axial fibrous reinforcement 100 can be exhibited. That is, since the fibrous reinforcing material 10 included in the curable resin tube 20 is composed of fiber layers inclined about 60 degrees in the opposite direction with respect to the tubular axial direction fibrous reinforcing material 100, the existing pipe is bent. Smooth followability to the part is obtained.

更に、本実施の形態では逆方向の傾斜角度で略平行に隙間なく並んだ繊維の層が2層積層され、加えて各層の繊維は疎/密の集合部である密繊維部12a、14aと疎繊維部12b、14bとが交互に並んでいる。したがって、曲がり部の内周側では、疎繊維部12b、14bがその曲率半径に応じて密状態に変化し、しわや突起の発生を確実に防止する。一方、外周側では、逆に、密繊維部12a、14aの密状態がその曲率半径に対応して疎状態に変化して対応するので、編み合わせたり織ったりした構成の硬化性樹脂管の様に編み目や織り目の部分に隙間が生じることがない。したがって、硬化後におけるその繊維状補強材10の存在しない隙間部での樹脂の硬化収縮によるクラックの発生を確実に回避することができる。   Furthermore, in the present embodiment, two layers of fibers arranged in parallel and without gaps at opposite inclination angles are laminated, and in addition, the fibers of each layer are dense fiber portions 12a and 14a which are sparse / dense aggregate portions. The loose fiber portions 12b and 14b are alternately arranged. Therefore, on the inner peripheral side of the bent portion, the sparse fiber portions 12b and 14b change into a dense state in accordance with the radius of curvature, thereby reliably preventing the generation of wrinkles and protrusions. On the other hand, on the outer peripheral side, on the contrary, the dense state of the dense fiber portions 12a, 14a changes to correspond to the sparse state corresponding to the radius of curvature, so that it is like a curable resin tube having a knitted or woven structure. There are no gaps in the stitches and weaves. Therefore, it is possible to reliably avoid the occurrence of cracks due to the curing shrinkage of the resin in the gap where the fibrous reinforcing material 10 does not exist after curing.

なお、既設管更生補修用ライナー50の既設管の曲がり部への反転挿入速度は、50cm/min以下が望ましく、特に、30〜35cm/minが望ましい。このようにして、既設管更生補修用ライナー50が既設管400内に挿入されると、既設管400内周面に密着状態になった既設管更生補修用ライナー50をさらに既設管400内周面に密着させるために、加圧空気等の流体圧が既設管更生補修用ライナー50内に供給されて、内部圧力が上昇される。これにより、既設管更生補修用ライナー50が既設管400の内周面に押圧された状態になり、このような状態で、未硬化の硬化性樹脂が硬化される。   In addition, the reverse insertion speed of the existing pipe rehabilitation repair liner 50 into the bent portion of the existing pipe is preferably 50 cm / min or less, and particularly preferably 30 to 35 cm / min. In this way, when the existing pipe rehabilitation repair liner 50 is inserted into the existing pipe 400, the existing pipe rehabilitation repair liner 50 that is in close contact with the inner peripheral surface of the existing pipe 400 is further added to the inner peripheral surface of the existing pipe 400. Therefore, fluid pressure such as pressurized air is supplied into the existing pipe rehabilitation repair liner 50 to increase the internal pressure. As a result, the existing pipe rehabilitation repair liner 50 is pressed against the inner peripheral surface of the existing pipe 400, and in this state, the uncured curable resin is cured.

この既設管更生補修用ライナー50の硬化については、用いられている硬化性樹脂に応じて、熱硬化或いは光硬化が行われる。熱硬化の場合は、熱水、蒸気等を用いてライナーを硬化させ、光硬化の場合は、UV光線(紫外線)の照射によりライナーの硬化が行われる。   About hardening of this existing pipe rehabilitation repair liner 50, thermosetting or photocuring is performed according to the curable resin currently used. In the case of thermosetting, the liner is cured using hot water, steam or the like, and in the case of photocuring, the liner is cured by irradiation with UV light (ultraviolet rays).

なお、本発明は上記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更が可能である。例えば、上記実施の形態では、繊維状補強材10はフレキシブル性の高い2層の補強材層で構成したが、設置対象である既設管の管径などに応じて3層以上の補強材層で構成することも可能である。その場合、各補強材層の繊維の並び方向は隣り合う層同士で管軸方向に対して逆方向の傾斜角度となるように設定される。また、密繊維部と疎繊維部を構成するガラス繊維等の本数については、種々設定することが可能である。   In addition, this invention is not limited to the structure of the said embodiment, A various change is possible within the range of the summary of invention. For example, in the above embodiment, the fibrous reinforcing material 10 is composed of two highly flexible reinforcing material layers. However, the fibrous reinforcing material 10 is composed of three or more reinforcing material layers according to the pipe diameter of the existing pipe to be installed. It is also possible to configure. In that case, the fiber arrangement direction of each reinforcing material layer is set so that the adjacent layers have an inclination angle opposite to the tube axis direction. Moreover, about the number of glass fibers etc. which comprise a dense fiber part and a sparse fiber part, it is possible to set variously.

本発明の実施の形態に係る繊維状補強材の構成を示す概略斜視図である。It is a schematic perspective view which shows the structure of the fibrous reinforcement which concerns on embodiment of this invention. 繊維状補強材を円筒状に構成した状態を示す概略斜視図である。It is a schematic perspective view which shows the state which comprised the fibrous reinforcement material in the cylindrical shape. 繊維状補強材の具体的積層構造を示す一部切り欠き斜視図である。It is a partially notched perspective view which shows the specific laminated structure of a fibrous reinforcement. 積層状態の補強材層の縫製手法を示す説明図である。It is explanatory drawing which shows the sewing method of the reinforcing material layer of a lamination | stacking state. 実施の形態に係る既設管更生補修用ライナー設置した状態を示す部分断面図である。It is a fragmentary sectional view showing the state where the existing pipe rehabilitation repair liner concerning an embodiment was installed. 既設管更生補修用ライナーを既設管に設置する手法についての説明図である。It is explanatory drawing about the method of installing the existing pipe rehabilitation repair liner in an existing pipe. 従来の既設管更生補修用ライナーの設置における問題点の説明図である。It is explanatory drawing of the problem in installation of the existing existing pipe repair repair liner.

符号の説明Explanation of symbols

10 繊維状補強材
12 第1補強材層
14 第2補強材層
12a、14a 密繊維部
12b、14b 疎繊維部
52、54 フィルム
400 既設管
DESCRIPTION OF SYMBOLS 10 Fibrous reinforcement material 12 1st reinforcement material layer 14 2nd reinforcement material layer 12a, 14a Dense fiber part 12b, 14b Sparse fiber part 52, 54 Film 400 Existing pipe

Claims (6)

硬化性樹脂管に繊維状の補強材を内包して形成され、既設管内に挿入されて該既設管の内周面をライニングする既設管更生補修用ライナーにおいて、
前記繊維状補強材は、
それぞれ繊維が同方向に並べられて成る層が複数積層され、
積層された各層の前記繊維の並び方向は前記既設管の管軸方向に対して所定角度傾斜され、且つ前記傾斜角度はそれぞれ積層の層毎に交互に逆方向の傾斜角度とされ、
前記各層は、前記繊維を密に集合させた密繊維部と、前記繊維を疎に集合させた疎繊維部と、が交互に並列されて設置され、
前記各層の繊維の並び方向及びそれらの積層状態が維持されるように縫われて形成されたことを特徴とする既設管更生補修用ライナー。
In an existing pipe rehabilitation repair liner that is formed by encapsulating a fibrous reinforcing material in a curable resin pipe and is inserted into an existing pipe to line the inner peripheral surface of the existing pipe,
The fibrous reinforcement is
A plurality of layers in which fibers are arranged in the same direction are laminated,
The arrangement direction of the fibers of each layer laminated is inclined by a predetermined angle with respect to the tube axis direction of the existing pipe, and the inclination angle is alternately inclined in the opposite direction for each layer of the lamination,
Each of the layers is installed in such a manner that dense fiber portions in which the fibers are densely gathered and sparse fiber portions in which the fibers are loosely gathered are alternately arranged in parallel.
An existing pipe rehabilitation repair liner, which is formed by sewing so that the arrangement direction of fibers of each layer and the laminated state thereof are maintained.
前記繊維状補強材の各層の前記繊維の並び方向の管軸方向に対する傾斜角度は、50度から70度の間で設定されることを特徴とする請求項1に記載の既設管更生補修用ライナー。   2. The existing pipe rehabilitation liner according to claim 1, wherein an inclination angle of each layer of the fibrous reinforcing material with respect to a pipe axis direction of the fiber arrangement direction is set between 50 degrees and 70 degrees. . 前記疎繊維部は、前記密繊維部を形成する繊維の数よりも多い繊維数としたことを特徴とする請求項2に記載の既設管更生補修用ライナー。   The liner for repairing existing pipe rehabilitation according to claim 2, wherein the sparse fiber portion has a number of fibers larger than the number of fibers forming the dense fiber portion. 硬化性樹脂管に繊維状の補強材を内包して形成され、既設管内に挿入されて該既設管の内周面をライニングする既設管更生補修用ライナーの製造方法において、
前記繊維状補強材の繊維の伸長方向をほぼ同方向とし、且つ、繊維を密に集合させた密繊維部と、該密繊維部よりも繊維を疎にして集合させた疎繊維部とを交互に並列させ、更に、前記伸長方向を前記既設管の管軸方向に対して所定角度傾斜させて並べて繊維状補強材の一層を形成する工程と、
前記形成された一層の繊維状補強材層に積層させる層として、前記繊維の伸長方向の傾斜角度を前記一層目の傾斜角度とは逆方向に傾斜する角度として前記一層目と同様の構成で二層目の繊維状補強材の層を形成する工程と、
必要に応じて前記二層の繊維状補強材層に積層させる層として、前記繊維の伸長方向の傾斜角度を順次逆方向の角度として一層目の構成と同様に三層目以降の繊維状補強材の層を形成する工程と、
前記繊維状補強材の各層の繊維並び方向及び複数の繊維状補強材の積層状態を維持するように縫う工程と、
を含むことを特徴とする既設管更生補修用ライナーの製造方法。
In the manufacturing method of an existing pipe rehabilitation liner, which is formed by encapsulating a fibrous reinforcing material in a curable resin pipe, inserted into the existing pipe and lining the inner peripheral surface of the existing pipe,
The fibrous reinforcing material has substantially the same direction of fiber extension, and dense fiber portions in which the fibers are densely assembled and sparse fiber portions in which the fibers are sparser than the dense fiber portions and gathered alternately And further forming a single layer of fibrous reinforcing material by arranging the extension direction inclined at a predetermined angle with respect to the pipe axis direction of the existing pipe, and
As a layer to be laminated on the formed one-layer fibrous reinforcing material layer, an inclination angle of the fiber in the extending direction is set to an angle inclined in a direction opposite to the inclination angle of the first layer, with the same configuration as the first layer. Forming a layer of a fibrous reinforcing material of a layer;
If necessary, as a layer to be laminated on the two-layer fibrous reinforcing material layer, the third and subsequent fibrous reinforcing materials are formed in the same manner as in the first layer by sequentially setting the inclination angles of the fibers in the reverse direction. Forming a layer of
A step of sewing so as to maintain the fiber arrangement direction of each layer of the fibrous reinforcing material and the laminated state of the plurality of fibrous reinforcing materials;
The manufacturing method of the existing liner for pipe rehabilitation repairing characterized by including.
前記繊維状補強材の各層の製造は、
前記繊維の並び方向の管軸方向に対する傾斜角度が、50度から70度の間で設定されることを特徴とする請求項4に記載の既設管更生補修用ライナーの製造方法。
The production of each layer of the fibrous reinforcement is as follows:
The manufacturing method of the existing pipe rehabilitation liner according to claim 4, wherein an inclination angle of the fiber arrangement direction with respect to a pipe axis direction is set between 50 degrees and 70 degrees.
前記疎繊維部は前記密繊維部よりも繊維本数を多くして形成することを特徴とする請求項5に記載の既設管更生補修用ライナーの製造方法。   6. The method for manufacturing an existing pipe rehabilitation liner according to claim 5, wherein the sparse fiber portion is formed with a larger number of fibers than the dense fiber portion.
JP2004267112A 2004-09-14 2004-09-14 Liner for regenerating and repairing existing pipe and its manufacturing method Pending JP2006082272A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107310167A (en) * 2017-07-08 2017-11-03 东北石油大学 A kind of building method of reinforced carbon fiber cloth composite bed and the pipeline crack arrester of application this method
KR102073510B1 (en) * 2019-02-25 2020-02-04 유정식 Construction conditions Acceptable partial repair material and internal repair method using the same

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107310167A (en) * 2017-07-08 2017-11-03 东北石油大学 A kind of building method of reinforced carbon fiber cloth composite bed and the pipeline crack arrester of application this method
KR102073510B1 (en) * 2019-02-25 2020-02-04 유정식 Construction conditions Acceptable partial repair material and internal repair method using the same

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