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JP7368979B2 - Reinforcement structure and method for reinforcing tubular members - Google Patents

Reinforcement structure and method for reinforcing tubular members Download PDF

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JP7368979B2
JP7368979B2 JP2019142710A JP2019142710A JP7368979B2 JP 7368979 B2 JP7368979 B2 JP 7368979B2 JP 2019142710 A JP2019142710 A JP 2019142710A JP 2019142710 A JP2019142710 A JP 2019142710A JP 7368979 B2 JP7368979 B2 JP 7368979B2
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tubular member
reinforcing
reinforcing member
tubular
circumferential surface
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JP2021025563A (en
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幸夫 阿部
幸司 吉田
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Nippon Steel Metal Products Co Ltd
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Description

本発明は、管状部材の補強構造および管状部材の補強方法に関する。 The present invention relates to a reinforcing structure for a tubular member and a method for reinforcing a tubular member.

管路は、例えば道路や鉄道線路の下部排水などを目的として設置される。近年、多くの管路で経年によって腐食を伴う劣化が進行し、補修および補強が実施されている。このような管路の補修および補強のための技術として、例えば特許文献1には、既設管路内に嵌合用凹部を備えた補強部材を用いて中空骨組み状補強体を組み立て、その内側で複数の嵌合用凹部のそれぞれに嵌合部材を装着し、その嵌合部材に対して複数の内面部材を嵌合することにより、既設管路の筒長方向に沿って筒状に組み立てた後、内面部材と既設管路の内面との間の空隙に硬化性充填材を注入する技術が記載されている。また、特許文献2には、管路下部の劣化した部分のみを補修する方法として、管路の最底部に設置されるインバートパネルにおいて、長尺用パネル本体の裏面に長手方向に連続して延びるリブを一体成形する技術が記載されている。 Pipelines are installed for the purpose of, for example, draining the lower parts of roads and railroad tracks. In recent years, many pipelines have deteriorated due to corrosion over time, and repairs and reinforcement are being implemented. As a technique for repairing and reinforcing such pipelines, for example, Patent Document 1 discloses that a hollow frame-like reinforcing body is assembled inside the existing pipeline using a reinforcing member provided with a fitting recess, and a plurality of reinforcing members are assembled inside the existing pipeline. By attaching a fitting member to each of the fitting recesses and fitting a plurality of inner surface members to the fitting members, the inner surface is assembled into a cylindrical shape along the length direction of the existing pipe. Techniques are described for injecting a curable filler into the void between a member and the interior surface of an existing conduit. Furthermore, Patent Document 2 describes a method for repairing only the deteriorated portion at the bottom of the conduit, in which, in an invert panel installed at the bottom of the conduit, an invert panel that extends continuously in the longitudinal direction on the back surface of the long panel main body is disclosed. A technique for integrally molding the ribs is described.

特開2009-085004号公報Japanese Patent Application Publication No. 2009-085004 特開2001-336208号公報Japanese Patent Application Publication No. 2001-336208

しかしながら、特許文献1に記載された技術の場合、劣化が生じている部位に関わらず既設管路の全周にわたって内側に補強体を配置するため、例えば排水不良によって管路下部のみが腐食しているような場合には不経済であった。また、既設管路と補強体との間の空隙に硬化性充填材を注入する際に、充填状況を確認することが容易ではなかった。また、特許文献2に記載された技術の場合、補修するのは管路下部の劣化した部分のみであるが、長尺用パネル本体の裏面に一体成形されるリブは裏込充填材に対するアンカー効果を高めるためのものであるため管路の劣化による断面方向の剛性および強度の低下を補う効果はない。 However, in the case of the technology described in Patent Document 1, reinforcing bodies are placed inside the entire circumference of the existing pipe regardless of the part where deterioration occurs, so for example, only the lower part of the pipe is corroded due to poor drainage. In such cases, it was uneconomical. Furthermore, when injecting the curable filler into the gap between the existing pipe line and the reinforcing body, it is not easy to check the filling status. In addition, in the case of the technology described in Patent Document 2, only the deteriorated part at the bottom of the pipe is repaired, but the ribs integrally formed on the back surface of the long panel body have an anchor effect for the backfilling material. Since it is intended to increase the ductility, it does not have the effect of compensating for the decrease in cross-sectional rigidity and strength due to deterioration of the conduit.

そこで、本発明は、管状部材の劣化部分に限定した補修が可能であり、かつ管状部材の劣化による剛性および強度の低下を補うことが可能な管状部材の補強構造および管状部材の補強方法を提供することを目的とする。 Therefore, the present invention provides a reinforcing structure and a method for reinforcing a tubular member, which are capable of repairing only the degraded portion of the tubular member and can compensate for the decrease in rigidity and strength due to deterioration of the tubular member. The purpose is to

本発明のある観点によれば、管状部材の劣化部分で管状部材の内周面に取り付けられる補強部材を含む管状部材の補強構造であって、補強部材は、管状部材の周方向の一部に設置され、管状部材の延長方向および径方向を含む断面において波形に形成されることを特徴とする管状部材の補強構造が提供される。 According to one aspect of the present invention, there is provided a reinforcing structure for a tubular member including a reinforcing member attached to the inner peripheral surface of the tubular member at a deteriorated portion of the tubular member, the reinforcing member being attached to a part of the tubular member in the circumferential direction. A reinforcing structure for a tubular member is provided, which is installed and formed into a wave shape in a cross section including an extension direction and a radial direction of the tubular member.

本発明の別の観点によれば、管状部材の劣化部分で管状部材の内周面に取り付けられる補強部材を含む管状部材の補強構造であって、補強部材は、管状部材の周方向の一部に設置され、管状部材の延長方向および径方向を含む断面において管状部材の径方向外側に突出するリブを含むことを特徴とする管状部材の補強構造が提供される。 According to another aspect of the present invention, there is provided a reinforcing structure for a tubular member including a reinforcing member attached to the inner circumferential surface of the tubular member at a deteriorated portion of the tubular member, the reinforcing member comprising a portion of the tubular member in the circumferential direction. A reinforcing structure for a tubular member is provided, characterized in that it includes a rib that is installed in the tubular member and protrudes radially outward of the tubular member in a cross section including the extension direction and the radial direction of the tubular member.

上記の管状部材の補強構造において、補強部材は高耐食性材料で形成されてもよい。また、管状部材の内周面と補強部材との間の隙間に硬化性充填材が充填されてもよい。補強部材は、劣化部分の周囲の非劣化部分で管状部材の内周面に接合されてもよい。管状部材の補強構造は、管状部材の周方向における補強部材の少なくとも一方の端部と、補強部材が取り付けられていない管状部材の非劣化部分の内周面とにそれぞれ当接させられる突張部材をさらに含んでもよい。突張部材は、管状部材の周方向における補強部材の端部に当接させられる第1端部と非劣化部分の内周面に当接させられる第2端部との間の距離を調節することが可能な伸縮機構を含んでもよい。 In the reinforcing structure for the tubular member described above, the reinforcing member may be made of a highly corrosion-resistant material. Further, a curable filler may be filled in the gap between the inner circumferential surface of the tubular member and the reinforcing member. The reinforcing member may be joined to the inner circumferential surface of the tubular member at a non-degraded portion around the deteriorated portion. The reinforcing structure of the tubular member includes a tension member that is brought into contact with at least one end of the reinforcing member in the circumferential direction of the tubular member and an inner circumferential surface of a non-degraded portion of the tubular member to which the reinforcing member is not attached. It may further include. The tension member adjusts the distance in the circumferential direction of the tubular member between the first end that abuts the end of the reinforcing member and the second end that abuts the inner circumferential surface of the non-deteriorating portion. It may also include a telescoping mechanism that is capable of retracting.

本発明のさらに別の観点によれば、上記の管状部材の補強構造を用いて延長方向が略水平方向である管状部材を補強する管状部材の補強方法であって、補強部材を管状部材の内部に搬入する工程と、補強部材を劣化部分を含む管状部材の内周面に載置する工程と、補強部材を管状部材に固定する工程とを含む、管状部材の補強方法が提供される。補強方法は、補強部材を管状部材に固定した後、管状部材の内周面と補強部材との間の隙間に硬化性充填材を充填する工程をさらに含んでもよい。この場合において、補強方法は、管状部材の周方向における補強部材の端部から硬化性充填材があふれ出ることによって硬化性充填材の充填の完了を判定する工程をさらに含んでもよい。 According to still another aspect of the present invention, there is provided a method for reinforcing a tubular member whose extension direction is substantially horizontal using the above-mentioned reinforcing structure for a tubular member, the method comprising reinforcing the reinforcing member inside the tubular member. A method for reinforcing a tubular member is provided, which includes the steps of transporting the reinforcing member into the tubular member, placing the reinforcing member on the inner peripheral surface of the tubular member including the deteriorated portion, and fixing the reinforcing member to the tubular member. The reinforcing method may further include, after fixing the reinforcing member to the tubular member, filling a gap between the inner peripheral surface of the tubular member and the reinforcing member with a curable filler. In this case, the reinforcing method may further include the step of determining completion of filling with the curable filler based on the curable filler overflowing from the end of the reinforcing member in the circumferential direction of the tubular member.

本発明のさらに別の観点によれば、上記の管状部材の補強構造を用いて管状部材を補強する管状部材の補強方法であって、補強部材を管状部材の内部に搬入する工程と、補強部材を劣化部分を含む管状部材の内周面に仮留めする工程と、補強部材を管状部材に固定する工程とを含む、管状部材の補強方法が提供される。補強部材を固定する工程は、管状部材の周方向における補強部材の少なくとも一方の端部と、補強部材が取り付けられていない管状部材の非劣化部分の内周面とにそれぞれ当接させられる突張部材を配置する工程を含んでもよい。あるいは、補強部材を仮留めする工程が、管状部材の周方向における補強部材の少なくとも一方の端部と、補強部材が取り付けられていない管状部材の非劣化部分の内周面とにそれぞれ当接させられる突張部材を配置する工程を含み、補強方法は、補強部材を管状部材に固定する工程の後に突張部材を撤去する工程をさらに含んでもよい。 According to still another aspect of the present invention, there is provided a method for reinforcing a tubular member using the above-mentioned reinforcing structure for a tubular member, comprising: carrying a reinforcing member into the inside of the tubular member; Provided is a method for reinforcing a tubular member, which includes the steps of temporarily fixing a reinforcing member to the inner circumferential surface of the tubular member including a degraded portion, and fixing a reinforcing member to the tubular member. The step of fixing the reinforcing member includes applying a tensioning member that is brought into contact with at least one end of the reinforcing member in the circumferential direction of the tubular member and the inner peripheral surface of the non-degraded portion of the tubular member to which the reinforcing member is not attached. It may also include a step of arranging the member. Alternatively, the step of temporarily fixing the reinforcing member may include contacting at least one end of the reinforcing member in the circumferential direction of the tubular member and the inner circumferential surface of a non-degraded portion of the tubular member to which the reinforcing member is not attached. The reinforcing method may further include the step of removing the tension member after the step of fixing the reinforcing member to the tubular member.

上記の構成によれば、管状部材の劣化部分に限定した補修が可能であり、かつ管状部材の延長方向および径方向を含む断面において波形やリブが形成されるため、管状部材の劣化による剛性および強度の低下を補うことができる。 According to the above configuration, it is possible to repair only the deteriorated portion of the tubular member, and since corrugations and ribs are formed in the cross section including the extension direction and radial direction of the tubular member, it is possible to repair the deteriorated part of the tubular member. It can compensate for the decrease in strength.

本発明の実施形態に係る補強構造が適用される管状部材の例を示す図である。1 is a diagram showing an example of a tubular member to which a reinforcing structure according to an embodiment of the present invention is applied. 本発明の実施形態に係る補強構造が適用される管状部材の例を示す図である。1 is a diagram showing an example of a tubular member to which a reinforcing structure according to an embodiment of the present invention is applied. 本発明の実施形態に係る補強構造の横断面図である。1 is a cross-sectional view of a reinforcing structure according to an embodiment of the present invention. 本発明の第1の実施形態に係る補強構造の縦断面図である。1 is a longitudinal cross-sectional view of a reinforcing structure according to a first embodiment of the present invention. 本発明の第1の実施形態の変形例に係る補強構造の縦断面図である。It is a longitudinal cross-sectional view of the reinforcement structure concerning the modification of the 1st embodiment of the present invention. 本発明の第2の実施形態に係る補強構造の縦断面図である。FIG. 7 is a longitudinal cross-sectional view of a reinforcing structure according to a second embodiment of the present invention. 本発明の第2の実施形態の変形例に係る補強構造の縦断面図である。It is a longitudinal cross-sectional view of the reinforcement structure concerning the modification of the 2nd embodiment of the present invention. 本発明の実施形態における補強部材の固定方法の別の例について説明するための図である。It is a figure for explaining another example of the fixing method of the reinforcing member in an embodiment of the present invention. 本発明の実施形態における補強部材の固定方法の別の例について説明するための図である。It is a figure for explaining another example of the fixing method of the reinforcing member in an embodiment of the present invention. 本発明の実施形態における補強部材の固定方法の別の例について説明するための図である。It is a figure for explaining another example of the fixing method of the reinforcing member in an embodiment of the present invention. 本発明の実施形態における補強部材の搬入方法の例について説明するための図である。It is a figure for explaining the example of the carrying-in method of the reinforcing member in embodiment of this invention.

以下に添付図面を参照しながら、本発明の好適な実施形態について詳細に説明する。なお、本明細書および図面において、実質的に同一の機能構成を有する構成要素については、同一の符号を付することにより重複説明を省略する。 DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will be described in detail below with reference to the accompanying drawings. Note that, in this specification and the drawings, components having substantially the same functional configurations are designated by the same reference numerals and redundant explanation will be omitted.

(管状部材の補強構造)
図1および図2は、本発明の実施形態に係る補強構造が適用される管状部材の例を示す図である。それぞれの図に示されるように、補強構造は、管状部材1の劣化部分1Dで管状部材1の内周面に取り付けられる補強部材2を含む。管状部材1は、例えば図1に示された例のように延長方向が略水平方向になるように配置されてもよいし(管路など)、図2に示された例のように延長方向が略鉛直方向になるように配置されてもよい(立坑、集水井、骨材ビンなど)。なお、以下の説明において、横断面(管状部材1の延長方向に対して垂直な断面)は図1および図2に示すA-A線に沿った断面であり、縦断面(管状部材1の延長方向および径方向を含む断面)は図1および図2に示すB-B線に沿った断面である。
(Reinforcement structure of tubular member)
FIGS. 1 and 2 are diagrams showing examples of tubular members to which reinforcing structures according to embodiments of the present invention are applied. As shown in the respective figures, the reinforcing structure includes a reinforcing member 2 attached to the inner circumferential surface of the tubular member 1 at the degraded portion 1D of the tubular member 1. For example, the tubular member 1 may be arranged so that the extension direction is substantially horizontal as in the example shown in FIG. may be arranged in a substantially vertical direction (shaft, water collection well, aggregate bin, etc.). In the following explanation, a cross section (a cross section perpendicular to the extension direction of the tubular member 1) is a section along the line AA shown in FIGS. 1 and 2, and a longitudinal section (an extension direction of the tubular member 1) The cross section (including the direction and the radial direction) is a cross section taken along the line BB shown in FIGS. 1 and 2.

図3は、本発明の実施形態に係る補強構造の横断面図である。図示されているように、補強部材2は劣化部分1Dを含む管状部材1の周方向の一部に設置される。補強部材2は、例えば鋼材または樹脂で形成されるが、加工性やコスト面からは鋼材が好適である。鋼材を用いる場合、例えばステンレス鋼板、溶融亜鉛-アルミニウム-マグネシウム合金めっき鋼板、厚膜めっき鋼板、または厚膜塗装鋼板のような高耐食性材料で補強部材2を形成することによって、補修後の補強部材2の経年劣化を抑制し、長期にわたって管状部材1の機能を維持することができる。 FIG. 3 is a cross-sectional view of a reinforcing structure according to an embodiment of the present invention. As illustrated, the reinforcing member 2 is installed in a part of the tubular member 1 in the circumferential direction including the degraded portion 1D. The reinforcing member 2 is made of, for example, steel or resin, and steel is preferable in terms of workability and cost. When using a steel material, the reinforcing member 2 after repair can be made of a highly corrosion-resistant material such as a stainless steel plate, a hot-dip zinc-aluminum-magnesium alloy plated steel plate, a thick-film plated steel plate, or a thick-film coated steel plate. It is possible to suppress aging deterioration of the tubular member 2 and maintain the function of the tubular member 1 over a long period of time.

また、図3に示された例において、補強部材2は劣化部分1Dの周囲の非劣化部分で、ワンサイドボルト3を用いて管状部材1の内周面1Sに接合されている。ワンサイドボルト3の他、例えばドリルねじのような他の締結部品や溶接、接着剤などを用いて補強部材2を管状部材1の内周面1Sに接合してもよい。非劣化部分で補強部材2を管状部材1の内周面1Sに接合することによって、例えば土圧などの外力に対して管状部材1と補強部材2とが一体的に挙動し、補強部材2を用いて管状部材1の劣化による剛性および強度の低下を効果的に補うことができる。以下、補強部材2の縦断面の構成の2つの例について、第1の実施形態(補強部材2A)および第2の実施形態(補強部材2B)として説明する。 Further, in the example shown in FIG. 3, the reinforcing member 2 is a non-deteriorated portion around the deteriorated portion 1D, and is joined to the inner circumferential surface 1S of the tubular member 1 using a one-side bolt 3. In addition to the one-side bolt 3, the reinforcing member 2 may be joined to the inner circumferential surface 1S of the tubular member 1 using other fastening parts such as drill screws, welding, adhesive, or the like. By joining the reinforcing member 2 to the inner circumferential surface 1S of the tubular member 1 at the non-deteriorating portion, the tubular member 1 and the reinforcing member 2 behave as one against external forces such as earth pressure, and the reinforcing member 2 This can effectively compensate for the decrease in rigidity and strength due to deterioration of the tubular member 1. Hereinafter, two examples of the longitudinal cross-sectional configuration of the reinforcing member 2 will be described as a first embodiment (reinforcing member 2A) and a second embodiment (reinforcing member 2B).

図4は、本発明の第1の実施形態に係る補強構造の縦断面図である。図示された例において、補強部材2Aは、縦断面においてコルゲート状、すなわち波形に形成される。補強部材2Aの波形は管状部材1の周方向に沿って延びる凹凸部を構成するため、補強部材2Aを接合することによって管状部材1の剛性および強度が向上する。劣化部分1Dでは、腐食による板厚の減少などによって管状部材1の剛性および強度が低下しているが、劣化部分1Dに補強部材2Aを取り付けることによって管状部材1の剛性および強度の低下を補うことができる。図示された例では、管状部材1が直管状であるため、補強部材2Aの波形の谷にあたる部分でワンサイドボルト3などを用いて補強部材2Aを内周面1Sに接合する。 FIG. 4 is a longitudinal sectional view of the reinforcing structure according to the first embodiment of the present invention. In the illustrated example, the reinforcing member 2A is formed in a corrugated shape, that is, a wave shape, in a longitudinal section. Since the waveform of the reinforcing member 2A constitutes an uneven portion extending along the circumferential direction of the tubular member 1, the rigidity and strength of the tubular member 1 are improved by joining the reinforcing member 2A. In the degraded portion 1D, the rigidity and strength of the tubular member 1 have decreased due to a decrease in plate thickness due to corrosion, etc., but the decrease in rigidity and strength of the tubular member 1 can be compensated for by attaching the reinforcing member 2A to the deteriorated portion 1D. I can do it. In the illustrated example, since the tubular member 1 is straight, the reinforcing member 2A is joined to the inner circumferential surface 1S using a one-side bolt 3 or the like at a portion corresponding to the trough of the waveform of the reinforcing member 2A.

上記の例において、図示されているように、補強部材2Aと管状部材1の内周面1Sとの間の隙間には例えばコンクリートやモルタルなどの硬化性充填材4が充填されてもよい。硬化性充填材4を充填することによって、管状部材1の劣化部分1Dを補強部材2Aと硬化性充填材4の両方で効果的に補剛および補強することができる。また、劣化部分1Dが硬化性充填材4で覆われることによって、管状部材1の内側から劣化部分1Dに水や空気が流入しなくなるため、劣化部分1Dにおける腐食の進行を抑制することができる。また、補強部材2Aと内周面1Sとの間の隙間に硬化性充填材4を充填する場合、補強部材2Aがワンサイドボルト3などを用いて管状部材1の内周面1Sに接合されていることによって、硬化性充填材4の充填時の補強部材2Aの浮き上がりや回転を防止することができる。 In the above example, as illustrated, the gap between the reinforcing member 2A and the inner peripheral surface 1S of the tubular member 1 may be filled with a hardening filler 4 such as concrete or mortar. By filling the curable filler 4, the deteriorated portion 1D of the tubular member 1 can be effectively stiffened and reinforced by both the reinforcing member 2A and the curable filler 4. Further, by covering the deteriorated portion 1D with the hardening filler 4, water and air will not flow into the deteriorated portion 1D from the inside of the tubular member 1, so that the progress of corrosion in the deteriorated portion 1D can be suppressed. Furthermore, when filling the gap between the reinforcing member 2A and the inner circumferential surface 1S with the curable filler 4, the reinforcing member 2A is joined to the inner circumferential surface 1S of the tubular member 1 using a one-side bolt 3 or the like. By doing so, it is possible to prevent the reinforcing member 2A from lifting or rotating during filling with the curable filler 4.

図5は、本発明の第1の実施形態の変形例に係る補強構造の縦断面図である。図示された例では、図4の例と同様の補強部材2Aが、縦断面においてコルゲート状、すなわち波形に形成された管状部材1Cの劣化部分1Dで管状部材1Cの内周面1Sに取り付けられる。図4の例と同様に、補強部材2Aは、劣化部分1Dにおける管状部材1Cの剛性および強度の低下を補う。また、管状部材1Cおよび補強部材2Aの波形のピッチや深さを整合させることによって、管状部材1Cの波形に重ね合わせて補強部材2Aを配置することができる。この場合、管状部材1Cの延長方向については、波形同士の嵌合によって管状部材1Cに対する補強部材2Aの位置を固定できるため、施工が容易になる。 FIG. 5 is a longitudinal sectional view of a reinforcing structure according to a modification of the first embodiment of the present invention. In the illustrated example, a reinforcing member 2A similar to the example of FIG. 4 is attached to the inner circumferential surface 1S of the tubular member 1C at a degraded portion 1D of the tubular member 1C, which is formed in a corrugated, ie, corrugated, longitudinal section. Similar to the example of FIG. 4, the reinforcing member 2A compensates for the decrease in rigidity and strength of the tubular member 1C in the degraded portion 1D. Furthermore, by matching the pitch and depth of the waveforms of the tubular member 1C and the reinforcing member 2A, the reinforcing member 2A can be placed overlapping the waveform of the tubular member 1C. In this case, in the extending direction of the tubular member 1C, the position of the reinforcing member 2A relative to the tubular member 1C can be fixed by fitting the corrugations together, which facilitates construction.

図6は、本発明の第2の実施形態に係る補強構造の縦断面図である。図示された例において、補強部材2Bは、縦断面において管状部材1の径方向外側に突出するリブ21を含む。補強部材2Bのリブ21は管状部材1の周方向に沿って延びる凸部を構成するため、補強部材2Bを接合することによって管状部材1の剛性および強度が向上し、例えば図4に示された例と同様に補強部材2Bを取り付けることによって劣化による管状部材1の剛性および強度の低下を補うことができる。図示された例では、管状部材1が直管状であるため、リブ21が突出する空間を形成するために補強部材2Bには立ち上がり部22が形成され、劣化部分1Dに対向する部分において補強部材2Bは管状部材1の内周面1Sから離隔している。この部分において、補強部材2Bと管状部材1の内周面1Sとの間の隙間には、図4の例と同様に硬化性充填材4が充填されてもよい。 FIG. 6 is a longitudinal cross-sectional view of a reinforcing structure according to a second embodiment of the present invention. In the illustrated example, the reinforcing member 2B includes ribs 21 that protrude radially outward of the tubular member 1 in the longitudinal section. Since the ribs 21 of the reinforcing member 2B constitute a convex portion extending along the circumferential direction of the tubular member 1, the rigidity and strength of the tubular member 1 are improved by joining the reinforcing member 2B, for example, as shown in FIG. By attaching the reinforcing member 2B as in the example, it is possible to compensate for the decrease in rigidity and strength of the tubular member 1 due to deterioration. In the illustrated example, since the tubular member 1 is straight, a rising portion 22 is formed in the reinforcing member 2B to form a space from which the ribs 21 protrude, and the reinforcing member 2B is formed in the portion facing the deteriorated portion 1D. is spaced apart from the inner circumferential surface 1S of the tubular member 1. In this portion, the gap between the reinforcing member 2B and the inner circumferential surface 1S of the tubular member 1 may be filled with the curable filler 4 as in the example of FIG.

図7は、本発明の第2の実施形態の変形例に係る補強構造の縦断面図である。図示された例では、図6の例と同様にリブ21を含む補強部材2Cが、縦断面においてコルゲート状、すなわち波形に形成された管状部材1Cの劣化部分1Dで管状部材1Cの内周面1Sに取り付けられる。図6の例と同様に、補強部材2Cは、劣化部分1Dにおける管状部材1Cの剛性および強度の低下を補う。また、管状部材1Cの波形のピッチにリブ21の配置間隔を、管状部材1Cの波形の深さにリブ21の高さを、それぞれ整合させることによって、補強部材2Cに図6の例のような立ち上がり部を形成しなくても、管状部材1Cの波形の山にあたる部分でワンサイドボルト3などを用いて補強部材2Cを内周面1Sに接合し、管状部材1Cの波形の谷にあたる部分で内周面1Sと補強部材2Cとの間に形成される空間にリブ21を突出させることができる。 FIG. 7 is a longitudinal sectional view of a reinforcing structure according to a modification of the second embodiment of the present invention. In the illustrated example, the reinforcing member 2C including the ribs 21 is formed on the inner circumferential surface 1S of the tubular member 1C at the degraded portion 1D of the tubular member 1C, which is formed in a corrugated shape, that is, in a corrugated shape in the longitudinal section, as in the example of FIG. can be attached to. Similar to the example of FIG. 6, the reinforcing member 2C compensates for the decrease in rigidity and strength of the tubular member 1C in the degraded portion 1D. In addition, by matching the arrangement interval of the ribs 21 to the pitch of the waveform of the tubular member 1C, and the height of the rib 21 to the depth of the waveform of the tubular member 1C, the reinforcing member 2C can be made to have the shape shown in the example of FIG. Even without forming a rising part, the reinforcing member 2C is joined to the inner circumferential surface 1S using a one-side bolt 3 at the part corresponding to the crest of the waveform of the tubular member 1C, and the inner part is joined to the inner peripheral surface 1S at the part corresponding to the trough of the waveform of the tubular member 1C. The rib 21 can be made to protrude into the space formed between the peripheral surface 1S and the reinforcing member 2C.

図8から図10は、本発明の実施形態における補強部材の固定方法の別の例について説明するための図である。図8および図9の管状部材1の横断面図に示された例において、補強部材2(上記の第1の実施形態における補強部材2A、または第2の実施形態における補強部材2B,2C)は、補強部材2の端部2Eと、補強部材2が取り付けられていない管状部材1の非劣化部分の内周面1Sとにそれぞれ当接させられる突張部材5A,5Bを用いて固定される。 8 to 10 are diagrams for explaining another example of the method of fixing the reinforcing member in the embodiment of the present invention. In the example shown in the cross-sectional views of the tubular member 1 in FIGS. 8 and 9, the reinforcing member 2 (the reinforcing member 2A in the first embodiment, or the reinforcing members 2B and 2C in the second embodiment) is , is fixed using tension members 5A and 5B which are respectively brought into contact with the end portion 2E of the reinforcing member 2 and the inner circumferential surface 1S of the non-degraded portion of the tubular member 1 to which the reinforcing member 2 is not attached.

図8に示された例では、Λ形に配置される1対の突張部材5Aを用いて補強部材2が固定される。それぞれの突張部材5Aは、管状部材1の周方向における補強部材2の端部2Eに当接させられる第1端部51と、補強部材2に対向する位置で管状部材1の非劣化部分の内周面1Sに当接させられる第2端部52とを有する。一方、図9に示された例では、アーチ形に配置される1対の突張部材5Bおよび中間部材5Cを用いて補強部材2が固定される。それぞれの突張部材5Bは、補強部材2の端部2Eに当接させられる第1端部51と、管状部材1の非劣化部分の内周面1Sに当接させられる第2端部52とを有する。互いに離れた位置で内周面1Sに当接させられる突張部材5Bのそれぞれの第2端部52に当接し、補強部材2に対向する位置で管状部材1の内周面に沿って配置される中間部材5Cを配置することによって、補強部材2を安定的に固定することができる。 In the example shown in FIG. 8, the reinforcing member 2 is fixed using a pair of tension members 5A arranged in a Λ shape. Each tension member 5A has a first end 51 that is brought into contact with the end 2E of the reinforcing member 2 in the circumferential direction of the tubular member 1, and a first end 51 of the non-degraded portion of the tubular member 1 at a position facing the reinforcing member 2. It has a second end portion 52 that is brought into contact with the inner circumferential surface 1S. On the other hand, in the example shown in FIG. 9, the reinforcing member 2 is fixed using a pair of tension members 5B and an intermediate member 5C arranged in an arch shape. Each tension member 5B has a first end 51 that is brought into contact with the end 2E of the reinforcing member 2, and a second end 52 that is brought into contact with the inner peripheral surface 1S of the non-degraded portion of the tubular member 1. has. The tension members 5B are arranged along the inner circumferential surface of the tubular member 1 at a position facing the reinforcing member 2, and are in contact with the respective second ends 52 of the tension members 5B that are abutted on the inner circumferential surface 1S at positions apart from each other. By arranging the intermediate member 5C, the reinforcing member 2 can be stably fixed.

上記で図8および図9を参照して説明したような突張部材5A,5Bを用いて補強部材2を固定する場合、例えばワンサイドボルトのような締結部品を用いて管状部材1に貫通孔を形成しなくてもよいため、管状部材1の外側からの水や空気の流入や、貫通孔を起点とする破壊や腐食の進行が発生しない。また、補強部材2と、突張部材5A,5B、および中間部材5Cによって管状部材1の内側に当接する補強体が構成されるため、劣化部分1Dに限らず管状部材1の断面全体を補剛および補強することができる。例えば管状部材が図5や図7の例のように縦断面においてコルゲート状、すなわち波形に形成される場合、波形の谷にあたる部分に突張部材5A,5Bおよび中間部材5Cを配置することによって、これらの部材の位置を安定させることができる。 When fixing the reinforcement member 2 using the tension members 5A and 5B as described above with reference to FIGS. Since it is not necessary to form a hole, water or air does not enter from the outside of the tubular member 1, and breakage or corrosion starting from the through hole does not occur. In addition, since the reinforcing member 2, the tension members 5A, 5B, and the intermediate member 5C constitute a reinforcing body that contacts the inside of the tubular member 1, the entire cross section of the tubular member 1 is stiffened, not just the degraded portion 1D. and can be reinforced. For example, when the tubular member is formed in a corrugated shape, that is, in a wave shape, in the longitudinal section as in the examples shown in FIGS. The positions of these members can be stabilized.

図10は、突張部材の伸縮機構の例を示す図である。上述のように、突張部材5A,5Bは補強部材2の端部2Eに当接させられる第1端部51と、管状部材1の非劣化部分の内周面1Sに当接させられる第2端部52とを有するが、例えば管状部材1の断面の真円度における公差や、土圧による管状部材1の断面の変形、突張部材5A,5B自体の製作誤差などのために、第1端部51と第2端部52との間の距離が固定されていた場合、それぞれの端部を補強部材2または内周面1Sに適切に当接させられない場合がありうる。そこで、例えば、図10に示すようなねじ部(雄ねじ)およびロングナット(雌ねじ)からなる伸縮機構53を用いて第1端部51と第2端部52との間の距離を調節することによって、突張部材5A,5Bの第1端部51および第2端部52が確実に補強部材2または内周面1Sに当接するようにしてもよい。 FIG. 10 is a diagram showing an example of an expansion/contraction mechanism of a tension member. As described above, the tension members 5A and 5B have a first end 51 that is brought into contact with the end 2E of the reinforcing member 2, and a second end that is brought into contact with the inner circumferential surface 1S of the non-degraded portion of the tubular member 1. However, due to, for example, tolerances in the roundness of the cross section of the tubular member 1, deformation of the cross section of the tubular member 1 due to earth pressure, manufacturing errors of the tension members 5A and 5B themselves, etc. If the distance between the end portion 51 and the second end portion 52 is fixed, each end portion may not be able to appropriately abut against the reinforcing member 2 or the inner circumferential surface 1S. Therefore, for example, by adjusting the distance between the first end 51 and the second end 52 using a telescopic mechanism 53 consisting of a threaded part (male thread) and a long nut (female thread) as shown in FIG. , the first end 51 and the second end 52 of the tension members 5A, 5B may reliably abut against the reinforcing member 2 or the inner circumferential surface 1S.

(管状部材の補強方法)
次に、上記で説明したような補強部材を用いた管状部材の補強方法について説明する。例えば、図1に示された例のように延長方向が略水平方向になるように配置された管状部材1に補強部材2を取り付ける場合、例えば、補強部材2を管状部材1の内部に搬入する工程と、補強部材2を劣化部分1Dを含む管状部材1の内周面に載置する工程と、補強部材2を管状部材1に固定する工程とが実施される。
(Method for reinforcing tubular members)
Next, a method for reinforcing a tubular member using the reinforcing member as described above will be described. For example, when attaching the reinforcing member 2 to the tubular member 1 arranged so that the extension direction is substantially horizontal as in the example shown in FIG. A step of placing the reinforcing member 2 on the inner circumferential surface of the tubular member 1 including the degraded portion 1D, and a step of fixing the reinforcing member 2 to the tubular member 1 are performed.

このとき、例えば図11に示す例のように、波形に形成された管状部材1Cの内側にレール6を敷設し、補強部材2Cに車輪7を取り付けることによって、容易に補強部材2Cを管状部材1Cの内部に搬入することができる。例えば、車輪7を管状部材1Cの波形のピッチに合わせた間隔で取り付けた場合、搬入後は車輪7が管状部材1Cの波形の谷にあたる部分で内周面と補強部材2Cとの間に形成される空間に収容されるため、車輪7を必ずしも取り外さなくてもよい。 At this time, for example, as shown in the example shown in FIG. 11, by laying the rail 6 inside the corrugated tubular member 1C and attaching the wheels 7 to the reinforcing member 2C, the reinforcing member 2C can be easily replaced with the tubular member 1C. It can be carried inside. For example, if the wheels 7 are installed at intervals that match the pitch of the waveform of the tubular member 1C, after the wheels 7 are delivered, the wheels 7 will be formed between the inner circumferential surface and the reinforcing member 2C at the troughs of the waveform of the tubular member 1C. The wheels 7 do not necessarily have to be removed.

上記の例において、さらに、管状部材1の内周面と補強部材2との間の隙間に硬化性充填材4を充填する工程を実施してもよい。このとき、上記で図4、図6および図7に示したように、管状部材1,1Cと補強部材2A,2B,2Cとの間の隙間は管状部材1,1Cの延長方向の両端で閉じられている一方で、管状部材1,1Cの周方向の両端では開放されているため、管状部材1,1Cの周方向における補強部材2A,2B,2Cの端部から硬化性充填材4があふれ出ることによって、硬化性充填材4の充填の完了を判定することができる。なお、硬化性充填材4を充填する工程は、充填時の補強部材2の浮き上がりや回転を防止するために、補強部材2を管状部材1に固定する工程の後で実施することが好ましい。 In the above example, a step of filling the gap between the inner circumferential surface of the tubular member 1 and the reinforcing member 2 with the curable filler 4 may be further implemented. At this time, as shown in FIGS. 4, 6, and 7 above, the gaps between the tubular members 1, 1C and the reinforcing members 2A, 2B, 2C are closed at both ends of the tubular members 1, 1C in the extending direction. On the other hand, since both ends of the tubular members 1 and 1C in the circumferential direction are open, the curable filler 4 overflows from the ends of the reinforcing members 2A, 2B and 2C in the circumferential direction of the tubular members 1 and 1C. Completion of filling with the curable filler 4 can be determined by coming out. Note that the step of filling the curable filler 4 is preferably carried out after the step of fixing the reinforcing member 2 to the tubular member 1 in order to prevent the reinforcing member 2 from lifting or rotating during filling.

あるいは、補強部材2を管状部材1の内部に搬入する工程の後に、例えば図8および図9に示した例のような突張部材5A,5Bを配置することによって補強部材2を劣化部分1Dを含む管状部材1の内周面に固定してもよい。あるいは、突張部材5A,5Bを配置することによって補強部材2を仮留めし、その後に例えば硬化後に接着性を発揮する硬化性充填材4を充填して補強部材2を管状部材1に固定してもよい。突張部材5A,5Bを用いて補強部材2が仮留めされていることによって、硬化性充填材4の充填時における補強部材2の浮き上がりや回転を防止することができる。この場合、突張部材5A,5Bは、硬化性充填材4が硬化した後に撤去されてもよいし、例えば上述したような管状部材1の補強の効果を得るために残されてもよい。 Alternatively, after the step of carrying the reinforcing member 2 into the tubular member 1, tension members 5A and 5B such as those shown in FIGS. It may also be fixed to the inner circumferential surface of the tubular member 1 that it contains. Alternatively, the reinforcing member 2 is temporarily fixed by arranging the tension members 5A and 5B, and then, for example, the reinforcing member 2 is fixed to the tubular member 1 by filling with a curable filler 4 that exhibits adhesive properties after curing. It's okay. By temporarily fixing the reinforcing member 2 using the tension members 5A and 5B, it is possible to prevent the reinforcing member 2 from lifting or rotating during filling with the curable filler 4. In this case, the tension members 5A and 5B may be removed after the curable filler 4 has hardened, or may be left in order to obtain the effect of reinforcing the tubular member 1 as described above, for example.

一方、図2に示された例のように延長方向が略垂直方向になるように配置された管状部材1に補強部材2を取り付ける場合、例えば、補強部材2を管状部材1の内部に搬入する工程と、補強部材2を劣化部分1Dを含む管状部材1の内周面に仮留めする工程と、補強部材2を管状部材1に固定する工程とが実施される。この場合、補強部材2は、例えば管状部材1の内部に組み立てられた足場を用いて仮留めされて、その後に図8および図9に示した例のような突張部材5A,5Bを用いて固定されてもよい。あるいは、補強部材2は、図8および図9に示した例のような突張部材5A,5Bを用いて仮留めされて、その後にワンサイドボルト3のような締結部品や溶接、接着剤、または硬化後に接着性を発揮する硬化性充填材4を用いて固定されてもよい。後者の場合、突張部材5A,5Bは、補強部材2が固定された後に撤去されてもよい。 On the other hand, when attaching the reinforcing member 2 to the tubular member 1 arranged so that the extension direction is substantially perpendicular as in the example shown in FIG. A step of temporarily fixing the reinforcing member 2 to the inner peripheral surface of the tubular member 1 including the degraded portion 1D, and a step of fixing the reinforcing member 2 to the tubular member 1 are performed. In this case, the reinforcing member 2 is temporarily fixed using, for example, a scaffold assembled inside the tubular member 1, and then using tension members 5A and 5B as shown in FIGS. 8 and 9. It may be fixed. Alternatively, the reinforcing member 2 may be temporarily fastened using tension members 5A and 5B such as the examples shown in FIGS. Alternatively, it may be fixed using a curable filler 4 that exhibits adhesive properties after curing. In the latter case, the tension members 5A and 5B may be removed after the reinforcing member 2 is fixed.

以上、添付図面を参照しながら本発明の好適な実施形態について詳細に説明したが、本発明はかかる例に限定されない。本発明の属する技術の分野における通常の知識を有する者であれば、特許請求の範囲に記載された技術的思想の範疇内において、各種の変更例または修正例に想到し得ることは明らかであり、これらについても、当然に本発明の技術的範囲に属するものと了解される。 Although preferred embodiments of the present invention have been described above in detail with reference to the accompanying drawings, the present invention is not limited to such examples. It is clear that a person with ordinary knowledge in the technical field to which the present invention pertains can come up with various changes or modifications within the scope of the technical idea stated in the claims. It is understood that these also naturally fall within the technical scope of the present invention.

1…管状部材、1C…管状部材、1D…劣化部分、1S…内周面、2…補強部材、2A…補強部材、2B…補強部材、2C…補強部材、2E…端部、3…ワンサイドボルト、4…硬化性充填材、5A…突張部材、5B…突張部材、5C…中間部材、6…レール、7…車輪、21…リブ、22…立ち上がり部、51…第1端部、52…第2端部、53…伸縮機構。 DESCRIPTION OF SYMBOLS 1... Tubular member, 1C... Tubular member, 1D... Deteriorated part, 1S... Inner peripheral surface, 2... Reinforcement member, 2A... Reinforcement member, 2B... Reinforcement member, 2C... Reinforcement member, 2E... End, 3... One side Bolt, 4... Hardenable filler, 5A... Tension member, 5B... Tension member, 5C... Intermediate member, 6... Rail, 7... Wheel, 21... Rib, 22... Standing portion, 51... First end, 52...Second end portion, 53...Expansion mechanism.

Claims (13)

管状部材の劣化部分で前記管状部材の内周面に取り付けられる補強部材を含む管状部材の補強構造であって、
前記補強部材は、前記管状部材の周方向の一部に設置され、前記管状部材の延長方向を含む断面において波形に形成され
前記管状部材は、前記延長方向を含む断面において波形に形成され、
前記管状部材の波形に重ね合わせて前記補強部材の波形が配置されることを特徴とする管状部材の補強構造。
A reinforcing structure for a tubular member including a reinforcing member attached to an inner circumferential surface of the tubular member at a deteriorated portion of the tubular member,
The reinforcing member is installed in a part of the circumferential direction of the tubular member, and is formed in a wave shape in a cross section including the extending direction of the tubular member ,
The tubular member is formed in a wave shape in a cross section including the extension direction,
A reinforcing structure for a tubular member, wherein a waveform of the reinforcing member is arranged to overlap a waveform of the tubular member.
管状部材の劣化部分で前記管状部材の内周面に取り付けられる補強部材を含む管状部材の補強構造であって、
前記補強部材は、前記管状部材の周方向の一部に設置され、前記管状部材の延長方向を含む断面において前記管状部材の径方向外側に突出するリブを含み、
前記管状部材は、前記延長方向を含む断面において波形に形成され、
前記管状部材の波形の谷にあたる部分で前記管状部材と前記補強部材との間に形成される空間に前記リブが突出することを特徴とする管状部材の補強構造。
A reinforcing structure for a tubular member including a reinforcing member attached to an inner circumferential surface of the tubular member at a deteriorated portion of the tubular member,
The reinforcing member includes a rib that is installed in a part of the circumferential direction of the tubular member and protrudes outward in the radial direction of the tubular member in a cross section that includes the extending direction of the tubular member ,
The tubular member is formed in a wave shape in a cross section including the extension direction,
A reinforcing structure for a tubular member, wherein the rib protrudes into a space formed between the tubular member and the reinforcing member at a portion corresponding to a trough of a waveform of the tubular member.
前記補強部材は高耐食性材料で形成される、請求項1または請求項2に記載の管状部材の補強構造。 The reinforcing structure for a tubular member according to claim 1 or 2, wherein the reinforcing member is made of a highly corrosion-resistant material. 前記管状部材の内周面と前記補強部材との間の隙間に硬化性充填材が充填される、請求項1から請求項3のいずれか1項に記載の管状部材の補強構造。 The reinforcing structure for a tubular member according to any one of claims 1 to 3, wherein a curable filler is filled in a gap between the inner circumferential surface of the tubular member and the reinforcing member. 前記補強部材は、前記劣化部分の周囲の非劣化部分で前記管状部材の内周面に接合される、請求項1から請求項4のいずれか1項に記載の管状部材の補強構造。 The reinforcing structure for a tubular member according to any one of claims 1 to 4, wherein the reinforcing member is joined to the inner circumferential surface of the tubular member at a non-degraded portion around the degraded portion. 前記管状部材の周方向における前記補強部材の少なくとも一方の端部と、前記補強部材が取り付けられていない前記管状部材の非劣化部分の内周面とにそれぞれ当接させられる突張部材をさらに含む、請求項1から請求項5のいずれか1項に記載の管状部材の補強構造。 The method further includes a tension member that is brought into contact with at least one end of the reinforcing member in the circumferential direction of the tubular member and an inner circumferential surface of a non-deteriorating portion of the tubular member to which the reinforcing member is not attached. , A reinforcing structure for a tubular member according to any one of claims 1 to 5. 前記突張部材は、前記管状部材の周方向における前記補強部材の端部に当接させられる第1端部と前記非劣化部分の内周面に当接させられる第2端部との間の距離を調節することが可能な伸縮機構を含む、請求項6に記載の管状部材の補強構造。 The tension member has a first end in contact with the end of the reinforcing member in the circumferential direction of the tubular member and a second end in contact with the inner circumferential surface of the non-degradable portion. The reinforcing structure for a tubular member according to claim 6, comprising an expansion and contraction mechanism capable of adjusting the distance. 請求項1から請求項7のいずれか1項に記載の管状部材の補強構造を用いて延長方向が略水平方向である前記管状部材を補強する管状部材の補強方法であって、
前記補強部材を前記管状部材の内部に搬入する工程と、
前記補強部材を前記劣化部分を含む前記管状部材の内周面に載置する工程と、
前記補強部材を前記管状部材に固定する工程と
を含む、管状部材の補強方法。
A method for reinforcing a tubular member, the method comprising reinforcing the tubular member whose extension direction is substantially horizontal using the reinforcing structure for a tubular member according to any one of claims 1 to 7,
carrying the reinforcing member into the tubular member;
placing the reinforcing member on the inner peripheral surface of the tubular member including the deteriorated portion;
and fixing the reinforcing member to the tubular member.
前記補強部材を前記管状部材に固定した後、前記管状部材の内周面と前記補強部材との間の隙間に硬化性充填材を充填する工程をさらに含む、請求項8に記載の管状部材の補強方法。 The tubular member according to claim 8, further comprising the step of filling a curable filler into a gap between the inner circumferential surface of the tubular member and the reinforcing member after fixing the reinforcing member to the tubular member. Reinforcement method. 前記管状部材の周方向における前記補強部材の端部から前記硬化性充填材があふれ出ることによって前記硬化性充填材の充填の完了を判定する工程をさらに含む、請求項9に記載の管状部材の補強方法。 The tubular member according to claim 9, further comprising the step of determining completion of filling with the curable filler by overflowing the curable filler from an end of the reinforcing member in the circumferential direction of the tubular member. Reinforcement method. 請求項1から請求項7のいずれか1項に記載の管状部材の補強構造を用いて前記管状部材を補強する管状部材の補強方法であって、
前記補強部材を前記管状部材の内部に搬入する工程と、
前記補強部材を前記劣化部分を含む前記管状部材の内周面に仮留めする工程と、
前記補強部材を前記管状部材に固定する工程と
を含む、管状部材の補強方法。
A method for reinforcing a tubular member, comprising reinforcing the tubular member using the reinforcing structure for a tubular member according to any one of claims 1 to 7,
carrying the reinforcing member into the tubular member;
temporarily fixing the reinforcing member to the inner peripheral surface of the tubular member including the deteriorated portion;
and fixing the reinforcing member to the tubular member.
前記補強部材を固定する工程は、前記管状部材の周方向における前記補強部材の少なくとも一方の端部と、前記補強部材が取り付けられていない前記管状部材の非劣化部分の内周面とにそれぞれ当接させられる突張部材を配置する工程を含む、請求項11に記載の管状部材の補強方法。 The step of fixing the reinforcing member corresponds to at least one end of the reinforcing member in the circumferential direction of the tubular member, and to an inner peripheral surface of a non-degraded portion of the tubular member to which the reinforcing member is not attached. 12. The method for reinforcing a tubular member according to claim 11, comprising the step of arranging tension members that are brought into contact with each other. 前記補強部材を仮留めする工程は、前記管状部材の周方向における前記補強部材の少なくとも一方の端部と、前記補強部材が取り付けられていない前記管状部材の非劣化部分の内周面とにそれぞれ当接させられる突張部材を配置する工程を含み、
前記補強方法は、前記補強部材を前記管状部材に固定する工程の後に前記突張部材を撤去する工程をさらに含む、請求項11に記載の管状部材の補強方法。
The step of temporarily fixing the reinforcing member includes attaching the reinforcing member to at least one end of the reinforcing member in the circumferential direction of the tubular member, and to the inner circumferential surface of the non-degraded portion of the tubular member to which the reinforcing member is not attached. including the step of arranging a tension member to be brought into contact;
The reinforcing method for a tubular member according to claim 11, further comprising the step of removing the tension member after the step of fixing the reinforcing member to the tubular member.
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