JP6931872B2 - Pipeline rehabilitation method and pipe rehabilitation member - Google Patents

Pipeline rehabilitation method and pipe rehabilitation member Download PDF

Info

Publication number
JP6931872B2
JP6931872B2 JP2017237027A JP2017237027A JP6931872B2 JP 6931872 B2 JP6931872 B2 JP 6931872B2 JP 2017237027 A JP2017237027 A JP 2017237027A JP 2017237027 A JP2017237027 A JP 2017237027A JP 6931872 B2 JP6931872 B2 JP 6931872B2
Authority
JP
Japan
Prior art keywords
pipe
corner
straight
existing pipe
rehabilitation
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2017237027A
Other languages
Japanese (ja)
Other versions
JP2019104143A (en
Inventor
伸一 谷川
伸一 谷川
良一郎 中村
良一郎 中村
晃介 鈴木
晃介 鈴木
三浦 仁
仁 三浦
和孝 三山
和孝 三山
Original Assignee
株式会社クボタケミックス
株式会社大阪防水建設社
株式会社クボタ建設
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 株式会社クボタケミックス, 株式会社大阪防水建設社, 株式会社クボタ建設 filed Critical 株式会社クボタケミックス
Priority to JP2017237027A priority Critical patent/JP6931872B2/en
Publication of JP2019104143A publication Critical patent/JP2019104143A/en
Application granted granted Critical
Publication of JP6931872B2 publication Critical patent/JP6931872B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Description

この発明は管路更生方法に関し、特にたとえば、断面が矩形状の既設管を更生する、管路更生方法および管更生部材に関する。 The present invention relates to a pipeline rehabilitation method, and more particularly to a pipeline rehabilitation method and a pipe rehabilitation member for rehabilitating an existing pipe having a rectangular cross section.

従来のこの種の管路更生方法の一例が特許文献1に開示される。特許文献1の技術は、内面板と、内面板の周方向に延びる両側に立設された側板と、内面板の管長方向に延びる両端に立設された端板とからなる合成樹脂製のセグメントを周方向および管長方向に連結して組み立て、既設管を更生するものである。特許文献1の技術を用いて断面が矩形の既設管を更生する場合には、矩形の4辺に対して直方体状セグメントが用いられ、矩形の4隅には、その形状に対応して屈曲した屈曲セグメントが用いられる。 An example of a conventional method for rehabilitating a pipeline of this kind is disclosed in Patent Document 1. The technique of Patent Document 1 is a synthetic resin segment consisting of an inner surface plate, side plates erected on both sides extending in the circumferential direction of the inner surface plate, and end plates erected on both ends extending in the pipe length direction of the inner surface plate. Is assembled by connecting in the circumferential direction and the pipe length direction, and the existing pipe is rehabilitated. When rehabilitating an existing pipe having a rectangular cross section using the technique of Patent Document 1, a rectangular parallelepiped segment is used for the four sides of the rectangle, and the four corners of the rectangle are bent according to the shape. Bending segments are used.

特開2016‐108723号公報Japanese Unexamined Patent Publication No. 2016-108723

しかしながら、特許文献1の技術では、300〜600mm程度の短尺のセグメント同士をボルトおよびナットで締結して環状体にしていくので、施工に手間が掛かる。これは、既設管の寸法が大きくなる程、顕著となる。 However, in the technique of Patent Document 1, short segments of about 300 to 600 mm are fastened with bolts and nuts to form an annular body, so that construction is troublesome. This becomes more remarkable as the size of the existing pipe becomes larger.

それゆえに、この発明の主たる目的は、新規な、管路更生方法および管更生部材を提供することである。 Therefore, a main object of the present invention is to provide a novel pipeline rehabilitation method and pipe rehabilitation member.

この発明の他の目的は、断面が矩形状の既設管を更生する際の施工性を向上できる、管路更生方法および管更生部材を提供することである。 Another object of the present invention is to provide a pipeline rehabilitation method and a pipe rehabilitation member capable of improving workability when rehabilitating an existing pipe having a rectangular cross section.

第1の発明は、断面が矩形状の既設管を更生するための管路更生方法であって、既設管の辺長に対応する長さを有する平板状基体を含み、平板状基体の背面側に、長手方向に延びる複数のリブが形成されると共に補強部材が取り付けられた複数の直線部材と、既設管のコーナ部の形状に対応して湾曲した曲板状基体を含み、曲板状基体の背面側に長手方向に延びる複数のリブが形成された複数のコーナ部材と、直線部材およびコーナ部材のリブ間に嵌め込まれる挿入部を有する複数のコネクタとを用意し、直線部材とコーナ部材とをコネクタによって周方向に交互に連結した連結体を用いて、既設管の内面に沿った管体を形成する、管路更生方法である。 The first invention is a pipeline rehabilitation method for rehabilitating an existing pipe having a rectangular cross section, including a flat plate having a length corresponding to the side length of the existing pipe, and the back side of the flat base. Includes a plurality of straight members to which a plurality of ribs extending in the longitudinal direction are formed and a reinforcing member is attached, and a curved plate-shaped substrate curved according to the shape of the corner portion of the existing pipe. A plurality of corner members in which a plurality of ribs extending in the longitudinal direction are formed on the back side of the member, and a plurality of connectors having an insertion portion fitted between the straight member and the ribs of the corner member are prepared, and the straight member and the corner member are provided. This is a pipeline rehabilitation method in which a pipe body is formed along the inner surface of an existing pipe by using a connecting body in which the above pipes are alternately connected in the circumferential direction by a connector.

第1の発明では、管体を形成するための管更生部材として、既設管の直線部(4辺部)に配置される直線部材と、コーナ部に配置されるコーナ部材とを用いる。この直線部材は、既設管の辺長に対応する長さを有する平板状基体を含む。つまり、直線部材は、コーナ部材間を1つの直線部材で連結可能な長さに設定される。そして、平板状基体の背面側には、長手方向に延びる複数のリブが形成されると共に、補強部材が予め取り付けられる。一方、コーナ部材は、既設管のコーナ部の形状に対応して湾曲した曲板状基体を含み、曲板状基体の背面側には、長手方向に延びる複数のリブが形成される。そして、直線部材とコーナ部材とを周方向に交互に連結した連結体を用いて、既設管の内面に沿った管体を形成する。すなわち、各コーナ部材間を1つの直線部材で繋ぐことで管体を形成する。また、この第1の発明では、直線部材とコーナ部材とを周方向に連結するときには、直線部材およびコーナ部材のリブ間に嵌め込まれる挿入部を有するコネクタを用いる。 In the first invention, as a pipe rehabilitation member for forming a pipe body, a straight member arranged in a straight portion (four side portions) of an existing pipe and a corner member arranged in a corner portion are used. This linear member includes a flat substrate having a length corresponding to the side length of the existing pipe. That is, the straight member is set to a length that allows the corner members to be connected by one straight member. Then, a plurality of ribs extending in the longitudinal direction are formed on the back surface side of the flat plate-shaped substrate, and a reinforcing member is attached in advance. On the other hand, the corner member includes a curved plate-shaped substrate that is curved according to the shape of the corner portion of the existing pipe, and a plurality of ribs extending in the longitudinal direction are formed on the back surface side of the curved plate-shaped substrate. Then, a pipe body along the inner surface of the existing pipe is formed by using a connecting body in which the straight member and the corner member are alternately connected in the circumferential direction. That is, a pipe body is formed by connecting each corner member with one straight member. Further, in the first invention, when connecting the straight member and the corner member in the circumferential direction, a connector having an insertion portion fitted between the ribs of the straight member and the corner member is used.

第1の発明によれば、コーナ部材間を1つの直線部材で繋ぐので、短尺の部材を連結して製管することと比較して、施工の手間を低減でき、施工性が向上する。また、直線部材に補強部材が取り付けられているので、管体の直線部の剛性を高めることができ、管体の直線部での変形および充填材注入時の浮き上がりを防止できる。 According to the first invention, since the corner members are connected by one straight member, the labor of construction can be reduced and the workability is improved as compared with the case where short members are connected to produce a pipe. Further, since the reinforcing member is attached to the straight member, the rigidity of the straight portion of the pipe body can be increased, and the deformation of the straight portion of the pipe body and the lifting when the filler is injected can be prevented.

さらに、施工時には、剛性の高い部材を曲げる必要が無く、直線部材とコーナ部材とを組み立てていくだけなので、剛性の高い部材を曲げるための大掛かりな製管装置が不要となる。したがって、施工が容易となり、人力での施工も可能となる。 Further, at the time of construction, it is not necessary to bend the highly rigid member, and only the straight member and the corner member are assembled, so that a large-scale pipe making device for bending the highly rigid member becomes unnecessary. Therefore, the construction becomes easy and the construction can be performed manually.

また、第1の発明によれば、ボルトおよびナット等の締結部材を用いることと比較して、直線部材とコーナ部材とを容易に連結でき、製管作業をスムーズに行うことができる。 Further, according to the first invention, as compared with the use of fastening members such as bolts and nuts, the straight member and the corner member can be easily connected, and the pipe making operation can be smoothly performed.

の発明は、第の発明に従属し、補強部材を直線部材と既設管との間に所定空間を設けるためのスペーサとして用いる。 The second invention is dependent on the first invention, and the reinforcing member is used as a spacer for providing a predetermined space between the straight member and the existing pipe.

の発明によれば、直線部材を用いて管体を施工するだけで、スペーサが設置される。したがって、既設管内に予めスペーサを設置する工程が不要となり、施工工数を低減できる。 According to the second invention, the spacer is installed only by constructing the pipe body using the straight member. Therefore, the step of installing the spacer in the existing pipe in advance becomes unnecessary, and the construction man-hours can be reduced.

の発明は、第1または第2の発明に従属し、補強部材として、直線部材の平板状基体の背面側の略全体に拡がる平板部を有するものを用いる。 The third invention is dependent on the first or second invention, and uses a reinforcing member having a flat plate portion extending substantially on the back surface side of the flat plate-shaped substrate of the straight member.

の発明によれば、直線部材の長手方向および幅方向を含む面全体が補強され、更生管の強度も向上できる。 According to the third invention, the entire surface including the longitudinal direction and the width direction of the straight member is reinforced, and the strength of the rehabilitation tube can be improved.

の発明は、第の発明に従属し、補強部材として、平板部から平板状基体と反対側に向かって立ち上がる立上り部を有するものを用いる。 The fourth invention is subordinate to the third invention, and uses a reinforcing member having a rising portion that rises from the flat plate portion toward the opposite side to the flat plate-shaped substrate.

の発明によれば、平板部と既設管の内面との間に所定高さの空間を形成できる。また、直線部材と既設管の内面との接触面積を減少させて、つまり既設管と充填材との接触面積を増やして、既設管と充填材との付着強度を大きくすることができる。 According to the fourth invention, a space having a predetermined height can be formed between the flat plate portion and the inner surface of the existing pipe. Further, the contact area between the straight member and the inner surface of the existing pipe can be reduced, that is, the contact area between the existing pipe and the filler can be increased, and the adhesion strength between the existing pipe and the filler can be increased.

の発明は、第1から第のいずれかの発明に従属し、補強部材として、金属板に複数の孔が形成されたパンチングメタルによって形成されたものを用いる。 The fifth invention is subordinate to any one of the first to fourth inventions, and uses a reinforcing member formed of a punching metal having a plurality of holes formed in a metal plate.

の発明によれば、補強部材が複数の孔を有するので、充填材が直線部材の背面側全体に行き渡り易くなる。 According to the fifth invention, since the reinforcing member has a plurality of holes, the filler can be easily spread over the entire back surface side of the straight member.

の発明は、第1から第のいずれかの発明に従属し、コーナ部材として、曲板状基体の背面側に補強部材が取り付けられたものを用いる。 The sixth invention is subordinate to any one of the first to fifth inventions, and uses a corner member having a reinforcing member attached to the back surface side of the curved plate-shaped substrate.

の発明によれば、必要に応じて更生管のコーナ部の強度を高めることができる。 According to the sixth invention, the strength of the corner portion of the rehabilitation tube can be increased as needed.

の発明は、第1から第のいずれかの発明に従属し、連結体を螺旋状に巻き回すように配置することによって管体を形成する。 The seventh invention is subordinate to any one of the first to sixth inventions, and forms a tubular body by arranging the connecting bodies in a spiral winding manner.

の発明では、直線部材およびコーナ部材の連結体を螺旋状に巻き回すようにして仮製管すると共に、仮製管した連結体の隣り合う側縁部同士を管軸方向に連結することによって、管体を形成する。 In the seventh invention, a connecting body of a straight member and a corner member is spirally wound to form a temporary pipe, and adjacent side edges of the temporarily made connecting body are connected to each other in the pipe axis direction. To form a tube.

の発明は、第の発明に従属し、連結体の隣り合う側縁部同士を管軸方向に連結するとき、少なくとも管体の周長よりも長い長帯状のジョイナを用いる。 The eighth invention is dependent on the seventh invention, and when connecting adjacent side edges of the connecting body in the pipe axis direction, a long strip-shaped joiner longer than the peripheral length of the pipe body is used.

の発明によれば、長尺のジョイナを用いることで、ジョイナ同士の接続箇所を低減することができるので、施工性が向上する。 According to the eighth invention, by using a long joiner, it is possible to reduce the number of connection points between the joiners, so that the workability is improved.

の発明は、第または第の発明に従属し、直線部材とコーナ部材とを周方向に連結するとき、当該周方向に伸縮可能な伸縮部を有するコネクタを用いる。 The ninth invention is dependent on the seventh or eighth invention, and when connecting a straight member and a corner member in the circumferential direction, a connector having an elastic portion that can be expanded and contracted in the circumferential direction is used.

の発明によれば、直線部材およびコーナ部材の連結体を螺旋状に巻き回して仮製管するときに、部材位置が周方向にずれてしまった場合でも、この位置ずれを修正することができる。 According to the ninth invention, even if the member position is deviated in the circumferential direction when the connecting body of the straight member and the corner member is spirally wound to make a temporary pipe, this misalignment is corrected. Can be done.

10の発明は、断面が矩形状の既設管の更生に用いられる管更生部材であって、既設管の辺長に対応する長さを有する平板状基体を含み、平板状基体の背面側に、長手方向に延びる複数のリブが形成されると共に補強部材が取り付けられた直線部材、既設管のコーナ部の形状に対応して湾曲した曲板状基体を含み、曲板状基体の背面側に長手方向に延びる複数のリブが形成されたコーナ部材、および直線部材およびコーナ部材のリブ間に嵌め込まれる挿入部を有するコネクタを備える、管更生部材である。 A tenth invention is a pipe rehabilitation member used for rehabilitating an existing pipe having a rectangular cross section, which includes a flat plate having a length corresponding to the side length of the existing pipe, and is provided on the back side of the flat base. , A straight member in which a plurality of ribs extending in the longitudinal direction are formed and a reinforcing member is attached , and a curved plate-shaped substrate curved corresponding to the shape of the corner portion of the existing pipe, on the back side of the curved plate-shaped substrate. A pipe rehabilitation member comprising a corner member having a plurality of ribs extending in the longitudinal direction, and a straight member and a connector having an insertion portion fitted between the ribs of the corner member.

10の発明によれば、管体の直線部の剛性を高めることができ、管体の直線部での変形および充填材注入時の浮き上がりを防止できる。また、コーナ部材間を1つの直線部材で繋ぐことができるので、短尺の部材を連結して製管することと比較して、施工の手間を低減でき、施工性が向上する。さらに、ボルトおよびナット等の締結部材を用いることと比較して、直線部材とコーナ部材とを容易に連結でき、製管作業をスムーズに行うことができる。 According to the tenth invention, the rigidity of the straight portion of the tubular body can be increased, and the deformation of the straight portion of the tubular body and the lifting at the time of injecting the filler can be prevented. Further, since the corner members can be connected by one straight member, the labor of construction can be reduced and the workability is improved as compared with the case where short members are connected to form a pipe. Further, as compared with the use of fastening members such as bolts and nuts, the straight member and the corner member can be easily connected, and the pipe making work can be smoothly performed.

第11の発明は、第10の発明に従属し、コーナ部材は、曲板状基体の背面側に取り付けられた補強部材を備える。 The eleventh invention is subordinate to the tenth invention, and the corner member includes a reinforcing member attached to the back surface side of the curved plate-shaped substrate.

11の発明によれば、必要に応じて更生管のコーナ部の強度を高めることができる。 According to the eleventh invention, the strength of the corner portion of the rehabilitation tube can be increased as needed.

この発明によれば、各コーナ部材間を1つの直線部材で繋ぐので、短尺の部材を連結して製管することと比較して、施工の手間を低減でき、施工性が向上する。また、直線部材に補強部材が取り付けられているので、管体の直線部の強度を高めることができ、管体の直線部での変形および充填材注入時の浮き上がりを防止できる。 According to the present invention, since the corner members are connected by one straight member, the labor of construction can be reduced and the workability is improved as compared with the case where short members are connected to produce a pipe. Further, since the reinforcing member is attached to the straight member, the strength of the straight portion of the pipe body can be increased, and the deformation of the straight portion of the pipe body and the lifting when the filler is injected can be prevented.

さらに、管体の施工時には、剛性の高い部材を曲げる必要が無く、直線部材とコーナ部材とを組み立てていくだけなので、剛性の高い部材を曲げるための大掛かりな製管装置が不要となる。したがって、施工が容易となり、人力での施工も可能となる。 Further, when constructing the pipe body, it is not necessary to bend the highly rigid member, and only the straight member and the corner member are assembled, so that a large-scale pipe making device for bending the highly rigid member becomes unnecessary. Therefore, the construction becomes easy and the construction can be performed manually.

この発明の上述の目的、その他の目的、特徴および利点は、図面を参照して行う後述の実施例の詳細な説明から一層明らかとなろう。 The above-mentioned object, other object, feature and advantage of the present invention will become more apparent from the detailed description of the examples described below with reference to the drawings.

この発明の一実施例である管路更生方法によって既設管を更生した様子を模式的に示す図解図である。It is a schematic diagram which shows the state which the existing pipe was rehabilitated by the pipeline rehabilitation method which is one Example of this invention. 直線部材の一例を示す正面図である。It is a front view which shows an example of a linear member. 図2の直線部材を示す断面図である。It is sectional drawing which shows the linear member of FIG. 図2の直線部材の部材本体を示す斜視図である。It is a perspective view which shows the member main body of the linear member of FIG. 図2の部材本体を示す断面図である。It is sectional drawing which shows the member main body of FIG. 図2の直線部材が備える補強部材を示す断面図である。It is sectional drawing which shows the reinforcing member provided with the linear member of FIG. 図6の補強部材を示す平面図である。It is a top view which shows the reinforcing member of FIG. コーナ部材の一例を示す斜視図である。It is a perspective view which shows an example of a corner member. 図8のコーナ部材を示す断面図である。It is sectional drawing which shows the corner member of FIG. コネクタの一例を示す斜視図である。It is a perspective view which shows an example of a connector. 図10のコネクタを示す側面図である。It is a side view which shows the connector of FIG. ジョイナの一例を示す斜視図である。It is a perspective view which shows an example of a joiner. 図12のジョイナを示す断面図である。It is sectional drawing which shows the joiner of FIG. 管路更生方法を説明するための図解図であって、直線部材とコーナ部材とをコネクタで連結して形成した下部連結体および上部連結体を示す図解図である。It is a schematic diagram for demonstrating the pipeline rehabilitation method, and is the schematic diagram which shows the lower connection body and the upper connection body formed by connecting a straight member and a corner member with a connector. 図14に続く工程を示す図解図であって、下部連結体を管軸方向に並べて配置した様子を概略的に示す図解図である。It is a schematic diagram which shows the process which follows FIG. 図15に続く工程を示す図解図であって、連結体を螺旋状に巻き回して仮製管した状態を概略的に示す図解図である。It is a schematic diagram which shows the process which follows FIG. 図16に続く工程を示す図解図であって、連結体の側縁部同士をジョイナで連結した状態を概略的に示す図解図である。It is a schematic diagram which shows the process which follows FIG. 図17に続く工程を示す図解図であって、既設管と管体との間に充填材を充填して更生管を形成した状態を示す図解図である。FIG. 5 is an illustrated diagram showing a step following FIG. 17, showing a state in which a filler is filled between an existing pipe and a pipe body to form a rehabilitated pipe. 直線部材の他の一例を示す断面図である。It is sectional drawing which shows another example of the linear member. コーナ部材に取り付ける補強部材の一例を示す側面図である。It is a side view which shows an example of the reinforcing member attached to a corner member. 図20の補強部材を示す正面図である。It is a front view which shows the reinforcing member of FIG. 図20の補強部材を備えたコーナ部材の端部構造を示す図解図である。It is a schematic diagram which shows the end structure of the corner member provided with the reinforcing member of FIG. 伸縮部を有するコネクタの一例を示す分解斜視図である。It is an exploded perspective view which shows an example of the connector which has a telescopic part. 伸縮部を有するコネクタの他の一例を示す分解斜視図である。It is an exploded perspective view which shows another example of the connector which has a telescopic part. 管路更生方法の他の実施例を説明するための図解図であって、環状に形成した連結体を管軸方向に並べて配置した様子を概略的に示す図解図である。It is a schematic diagram for demonstrating another embodiment of the pipeline rehabilitation method, and is the schematic diagram which shows the state which the connected bodies formed in an annular shape are arranged side by side in the pipe axis direction. 図25に続く工程を示す図解図であって、連結体の側縁部同士をジョイナで連結した状態を概略的に示す図解図である。It is a schematic diagram which shows the process which follows FIG.

図1を参照して、この発明の一実施例である管路更生方法は、断面が矩形状の既設管(矩形きょ)100を更生するための方法であって、帯板状の管更生部材を用いて既設管100内に管体102を形成するものである。この管体102と既設管100との間隙に充填材を注入することで、既設管100と管体102とが一体化した更生管となる。 With reference to FIG. 1, the pipeline rehabilitation method according to an embodiment of the present invention is a method for rehabilitating an existing pipe (rectangular tube) 100 having a rectangular cross section, and is a strip-shaped pipe rehabilitation method. The pipe body 102 is formed in the existing pipe 100 by using the members. By injecting a filler into the gap between the pipe body 102 and the existing pipe 100, the existing pipe 100 and the pipe body 102 are integrated into a rehabilitated pipe.

詳細は後述するように、この管路更生方法では、管更生部材として、既設管100の直線部(4辺部)100aに配置される直線部材10と、コーナ部(4隅部)100bに配置されるコーナ部材12とを用いる。そして、これら直線部材10とコーナ部材12とを周方向に交互に連結した連結体を用いて、既設管100の内面に沿った管体102を形成する。この第1実施例では、連結体を螺旋状に巻き回すように配置すると共に、連結体の隣り合う側縁部同士を管軸方向に連結することによって、管体102を形成する。 As will be described in detail later, in this pipeline rehabilitation method, the pipe rehabilitation members are arranged in the straight member 10 arranged in the straight portion (four sides) 100a of the existing pipe 100 and in the corner portion (four corners) 100b. The corner member 12 to be formed is used. Then, a pipe body 102 along the inner surface of the existing pipe 100 is formed by using a connecting body in which the straight member 10 and the corner member 12 are alternately connected in the circumferential direction. In this first embodiment, the tubular body 102 is formed by arranging the coupling bodies in a spiral winding manner and connecting the adjacent side edges of the coupling bodies in the pipe axis direction.

なお、この発明に係る管路更生方法は、鉄筋コンクリート管、合成樹脂管および金属管などの種々の既設管100の更生に適用可能であり、特に、1辺の長さが800mm−3000mmの中大口径を有する下水管の更生に適している。以下の説明では、一辺の長さが2000mmである断面正方形状の鉄筋コンクリート管を更生することを想定して説明することとする。 The pipeline rehabilitation method according to the present invention can be applied to rehabilitation of various existing pipes 100 such as reinforced concrete pipes, synthetic resin pipes and metal pipes, and in particular, medium-sized and large-sized pipes having a side length of 800 mm-3000 mm. Suitable for rehabilitation of sewer pipes with caliber. In the following description, it is assumed that a reinforced concrete pipe having a square cross section having a side length of 2000 mm is rehabilitated.

先ず、この管路更生方法に用いる部材について説明する。この実施例では、管体102を形成する管更生部材として、直線部材10、コーナ部材12、コネクタ14およびジョイナ16等を用いる。 First, the members used in this pipeline rehabilitation method will be described. In this embodiment, a straight member 10, a corner member 12, a connector 14, a joiner 16, and the like are used as the pipe rehabilitation member forming the pipe body 102.

図2および図3に示すように、直線部材10は、既設管100の直線部100aを更生するための部材であって、合成樹脂製の部材本体20と金属製の補強部材22とを含む。部材本体20は、たとえば、硬質塩化ビニル等の合成樹脂の押出成形によって一体成形された長尺帯状体を、所定長さに切断することで製作される。補強部材22は、たとえば、鉄鋼またはステンレス鋼などの金属板を加工することで製作され、製造工場などにおいて、直線部材10を管体102の形成に使用する前に、部材本体20の背面側に取り付けられる。この実施例では、補強部材22は、厚さ2.3mmのSS400製のパンチングメタルによって形成される。以下、部材本体20および補強部材22の構成について具体的に説明する。 As shown in FIGS. 2 and 3, the straight member 10 is a member for rehabilitating the straight portion 100a of the existing pipe 100, and includes a member main body 20 made of synthetic resin and a reinforcing member 22 made of metal. The member main body 20 is manufactured by cutting, for example, a long strip integrally formed by extrusion molding of a synthetic resin such as hard vinyl chloride into a predetermined length. The reinforcing member 22 is manufactured by processing a metal plate such as steel or stainless steel, and is placed on the back side of the member main body 20 before the straight member 10 is used for forming the pipe body 102 in a manufacturing factory or the like. It is attached. In this embodiment, the reinforcing member 22 is formed of a 2.3 mm thick punching metal made of SS400. Hereinafter, the configurations of the member main body 20 and the reinforcing member 22 will be specifically described.

図4および図5に示すように、直線部材10の部材本体20は、平板状基体24を含む。平板状基体24の第1主面24aは、管体102の内面を構成する面であり、平滑面となっている。また、平板状基体24の第2主面24b側(背面側)には、幅方向に所定間隔で配置される複数のリブ26が形成される。リブ26は、断面略T字状に形成されており、後述する充填材104に埋め込まれることでアンカ機能を発揮する。さらに、平板状基体24の両側縁部には、後述するジョイナ16の第2係合部62と嵌め合わされる第1係合部28が形成される。リブ26および第1係合部28は、平板状基体24の長手方向の全長に亘って形成される。 As shown in FIGS. 4 and 5, the member body 20 of the linear member 10 includes a flat plate-shaped substrate 24. The first main surface 24a of the flat plate-shaped substrate 24 is a surface constituting the inner surface of the tubular body 102 and is a smooth surface. Further, a plurality of ribs 26 arranged at predetermined intervals in the width direction are formed on the second main surface 24b side (back surface side) of the flat plate-shaped substrate 24. The rib 26 is formed in a substantially T-shaped cross section, and exhibits an anchor function by being embedded in a filler 104 described later. Further, on both side edges of the flat plate-shaped substrate 24, a first engaging portion 28 to be fitted with a second engaging portion 62 of the joiner 16 described later is formed. The rib 26 and the first engaging portion 28 are formed over the entire length of the flat plate-shaped substrate 24 in the longitudinal direction.

平板状基体24、つまり部材本体20の長手方向の長さは、既設管100の辺長に対応する長さに設定される。すなわち、直線部材10は、コーナ部材12間を1つの直線部材10で連結可能な長さを有する。部材本体20の長手方向の長さ(周方向長さ)は、たとえば1000mmである。また、部材本体20の幅(管軸方向長さ)は、たとえば250mmであり、その高さ(径方向長さ)は、たとえば17.5mmである。 The length of the flat plate-shaped substrate 24, that is, the member main body 20 in the longitudinal direction is set to a length corresponding to the side length of the existing pipe 100. That is, the straight member 10 has a length capable of connecting the corner members 12 with one straight member 10. The length (circumferential length) of the member main body 20 in the longitudinal direction is, for example, 1000 mm. The width (length in the pipe axis direction) of the member body 20 is, for example, 250 mm, and the height (length in the radial direction) thereof is, for example, 17.5 mm.

図6および図7に示すように、補強部材22は、部材本体20の平板状基体24の第2主面24b側に取り付けられることで、直線部材10の剛性を高めるための部材である。補強部材22は、平板状基体24の第2主面24b側の略全体に拡がるように設けられる矩形状の平板部30を備える。平板部30の両側縁部および中央部には、平板状基体24側(内面側)に向かって突出する鉤状部32が設けられる。また、平板部30の両側縁部には、平板状基体24と反対側(背面側)に向かって立ち上がる矩形平板状の立上り部34が設けられる。この実施例では、鉤状部32および立上り部34は、平板部30の長手方向の全長に亘って設けられる。さらに、平板部30、鉤状部32および立上り部34には、厚み方向に貫通する複数の孔36が所定の配置態様で形成される。 As shown in FIGS. 6 and 7, the reinforcing member 22 is a member for increasing the rigidity of the linear member 10 by being attached to the second main surface 24b side of the flat plate-shaped base 24 of the member main body 20. The reinforcing member 22 includes a rectangular flat plate portion 30 provided so as to extend substantially over the second main surface 24b side of the flat plate-shaped substrate 24. Hook-shaped portions 32 projecting toward the flat plate-shaped substrate 24 side (inner surface side) are provided on both side edges and the central portion of the flat plate portion 30. Further, on both side edges of the flat plate portion 30, a rectangular flat plate-shaped rising portion 34 that rises toward the opposite side (back surface side) of the flat plate-shaped substrate 24 is provided. In this embodiment, the hook-shaped portion 32 and the rising portion 34 are provided over the entire length of the flat plate portion 30 in the longitudinal direction. Further, a plurality of holes 36 penetrating in the thickness direction are formed in the flat plate portion 30, the hook-shaped portion 32, and the rising portion 34 in a predetermined arrangement mode.

このような補強部材22は、鉤状部32が、部材本体20のリブ26間またはリブ26と第1係合部28との間に嵌め込まれて、リブ26または第1係合部28の先端部に引っ掛けられることで、部材本体20に対して抜け止め固定される。ここで、補強部材22が平板状基体24の第2主面24b側の略全体に拡がる平板部30を有することで、直線部材10は、長手方向および幅方向を含む面全体が補強される。また、補強部材22が立上り部34を有することで、平板部30と既設管100の内面との間に所定高さの空間を形成できると共に、直線部材10と既設管100の内面との接触面積を減少させて(つまり既設管100と充填材104との接触面積を増やし)、既設管100と充填材104との付着強度を大きくすることができる。さらに、補強部材22に複数の孔36が形成されていることで、充填材104が直線部材10の背面側全体に行き渡り易くなる。 In such a reinforcing member 22, the hook-shaped portion 32 is fitted between the ribs 26 of the member main body 20 or between the ribs 26 and the first engaging portion 28, and the tip of the rib 26 or the first engaging portion 28 is fitted. By being hooked on the portion, it is fixed to the member main body 20 to prevent it from coming off. Here, the reinforcing member 22 has a flat plate portion 30 that extends substantially over the second main surface 24b side of the flat plate-shaped substrate 24, so that the entire surface of the straight member 10 including the longitudinal direction and the width direction is reinforced. Further, since the reinforcing member 22 has the rising portion 34, a space having a predetermined height can be formed between the flat plate portion 30 and the inner surface of the existing pipe 100, and the contact area between the straight member 10 and the inner surface of the existing pipe 100 can be formed. (That is, the contact area between the existing pipe 100 and the filler 104 is increased), and the adhesion strength between the existing pipe 100 and the filler 104 can be increased. Further, since the reinforcing member 22 is formed with the plurality of holes 36, the filler 104 can be easily spread over the entire back surface side of the straight member 10.

また、この実施例の補強部材22は、部材本体20のリブ26の先端よりも背面側に突出するように形成されており、直線部材10と既設管100との間に所定空間を設けるためのスペーサとして機能する。すなわち、充填材104の厚みを増やすことで更生管の強度を向上させることや、自身も構造上の部材となることで更生管の強度を向上させることができる。補強部材22のリブ26の先端からの突出高さは、たとえば42.5mmである。 Further, the reinforcing member 22 of this embodiment is formed so as to project toward the back surface side from the tip of the rib 26 of the member main body 20, and is used to provide a predetermined space between the straight member 10 and the existing pipe 100. Functions as a spacer. That is, the strength of the rehabilitation pipe can be improved by increasing the thickness of the filler 104, and the strength of the rehabilitation pipe can be improved by becoming a structural member itself. The protruding height of the reinforcing member 22 from the tip of the rib 26 is, for example, 42.5 mm.

図8および図9に示すように、コーナ部材12は、既設管100のコーナ部100bを更生するための部材であって、合成樹脂製の部材本体40を含む。部材本体40は、たとえば、硬質塩化ビニル等の合成樹脂の押出成形によって一体成形された長尺帯状体を、所定長さに切断すると共に、所定曲率に湾曲加工することで製作される。この際、コーナ部材12の部材本体40を形成するための長尺帯状体は、直線部材10の部材本体20を形成するための長尺帯状体と同じものが用いられる。すなわち、コーナ部材12の部材本体40は、直線部材10の部材本体20と同じ断面形状を有する。 As shown in FIGS. 8 and 9, the corner member 12 is a member for rehabilitating the corner portion 100b of the existing pipe 100, and includes a member main body 40 made of synthetic resin. The member main body 40 is manufactured, for example, by cutting a long strip integrally formed by extrusion molding of a synthetic resin such as hard vinyl chloride into a predetermined length and bending it to a predetermined curvature. At this time, the long strip-shaped body for forming the member main body 40 of the corner member 12 is the same as the long strip-shaped body for forming the member main body 20 of the straight member 10. That is, the member main body 40 of the corner member 12 has the same cross-sectional shape as the member main body 20 of the straight member 10.

具体的には、コーナ部材12の部材本体40は、既設管100のコーナ部100bの形状に対応して湾曲した曲板状基体42を含む。曲板状基体42の第1主面42aは、管体102の内面を構成する面であり、滑らかな面となっている。曲板状基体42の第2主面42b側には、幅方向に所定間隔で配置される複数のリブ44が形成される。さらに、曲板状基体42の両側縁部には、ジョイナ16の第2係合部62と嵌め合わされる第1係合部46が形成される。リブ44および第1係合部46は、曲板状基体42の長手方向の全長に亘って形成される。コーナ部材12(曲板状基体42)の曲率半径は、たとえば530mmであり、その弧の長さは、たとえば1030mmである。 Specifically, the member main body 40 of the corner member 12 includes a curved plate-shaped substrate 42 that is curved according to the shape of the corner portion 100b of the existing pipe 100. The first main surface 42a of the curved plate-shaped substrate 42 is a surface constituting the inner surface of the tubular body 102, and is a smooth surface. A plurality of ribs 44 arranged at predetermined intervals in the width direction are formed on the second main surface 42b side of the curved plate-shaped substrate 42. Further, a first engaging portion 46 to be fitted with the second engaging portion 62 of the joiner 16 is formed on both side edges of the curved plate-shaped substrate 42. The rib 44 and the first engaging portion 46 are formed over the entire length of the curved plate-shaped substrate 42 in the longitudinal direction. The radius of curvature of the corner member 12 (curved plate-shaped substrate 42) is, for example, 530 mm, and the arc length thereof is, for example, 1030 mm.

図10および図11に示すように、コネクタ14は、直線部材10の端部とコーナ部材12の端部とを長手方向(周方向)に連結するための接続部材である。コネクタ14は、直線部材10のリブ26間およびコーナ部材12のリブ44間に嵌め込まれる複数の挿入部50を有する。各挿入部50は、矩形状の底板50aと、底板50aの両側縁部から立ち上がる2つの側板50bとを備える溝状に形成される。また、各挿入部50は、幅方向に延びる基部52によって連結される。基部52の第1主面52aは、直線部材10の第1主面24aまたはコーナ部材12の第1主面42aと共に、管体102の内面を構成する。また、基部52の両側縁部には、ジョイナ16の第2係合部62と嵌め合わされる第1係合部54が形成される。このようなコネクタ14は、たとえば、硬質塩化ビニル等の合成樹脂を射出成形することによって製作される。 As shown in FIGS. 10 and 11, the connector 14 is a connecting member for connecting the end of the straight member 10 and the end of the corner member 12 in the longitudinal direction (circumferential direction). The connector 14 has a plurality of insertion portions 50 fitted between the ribs 26 of the straight member 10 and between the ribs 44 of the corner member 12. Each insertion portion 50 is formed in a groove shape including a rectangular bottom plate 50a and two side plates 50b rising from both side edges of the bottom plate 50a. Further, each insertion portion 50 is connected by a base portion 52 extending in the width direction. The first main surface 52a of the base portion 52 constitutes the inner surface of the pipe body 102 together with the first main surface 24a of the straight member 10 or the first main surface 42a of the corner member 12. Further, on both side edges of the base 52, a first engaging portion 54 to be fitted with the second engaging portion 62 of the joiner 16 is formed. Such a connector 14 is manufactured, for example, by injection molding a synthetic resin such as hard vinyl chloride.

直線部材10とコーナ部材12とを長手方向に接続する際には、コネクタ14の各挿入部50に止水性を有する接着剤が塗布された後、各挿入部50がリブ26間またはリブ44間に嵌め込まれて接着接合される。この際、挿入部50の底板50aは、直線部材10の第2主面24bまたはコーナ部材12の第2主面42bと面接触し、側板50bは、リブ26またはリブ44の側面に面接触する。このような嵌合タイプのコネクタ14を用いて直線部材10とコーナ部材12とを周方向に連結することで、ボルトおよびナット等の締結部材を用いることと比較して容易に連結でき、管体102の製管作業をスムーズに行うことができる。 When connecting the straight member 10 and the corner member 12 in the longitudinal direction, after the adhesive having a water blocking property is applied to each insertion portion 50 of the connector 14, each insertion portion 50 is between the ribs 26 or 44. It is fitted into and adhesively joined. At this time, the bottom plate 50a of the insertion portion 50 comes into surface contact with the second main surface 24b of the straight member 10 or the second main surface 42b of the corner member 12, and the side plate 50b comes into surface contact with the rib 26 or the side surface of the rib 44. .. By connecting the straight member 10 and the corner member 12 in the circumferential direction by using such a fitting type connector 14, the straight member 10 and the corner member 12 can be easily connected as compared with using a fastening member such as a bolt and a nut, and the pipe body can be connected. The pipe making work of 102 can be performed smoothly.

図12および図13に示すように、ジョイナ16は、直線部材10とコーナ部材12とをコネクタ14によって連結した連結体の隣り合う側縁部同士を幅方向(管軸方向)に連結するための長尺の接続部材である。ジョイナ16は、長帯状のジョイナ基板60を備える。ジョイナ基板60の第1主面60aは、直線部材10の第1主面24aまたはコーナ部材12の第1主面42aと共に、管体102の内面を構成する。また、ジョイナ基板60の両側縁部には、直線部材10、コーナ部材12およびコネクタ14の各第1係合部28,46,54に嵌め合わされる第2係合部62が形成される。この第2係合部62には、止水材64が設けられる。 As shown in FIGS. 12 and 13, the joiner 16 is for connecting the adjacent side edges of the connecting body in which the straight member 10 and the corner member 12 are connected by the connector 14 in the width direction (tube axis direction). It is a long connecting member. The joiner 16 includes a long strip-shaped joiner substrate 60. The first main surface 60a of the joiner substrate 60 constitutes the inner surface of the tubular body 102 together with the first main surface 24a of the straight member 10 or the first main surface 42a of the corner member 12. Further, on both side edges of the joiner substrate 60, a second engaging portion 62 is formed which is fitted to each of the first engaging portions 28, 46, 54 of the straight member 10, the corner member 12, and the connector 14. A water blocking material 64 is provided on the second engaging portion 62.

さらに、ジョイナ基板60の中央部には、ジョイナ基板60の第2主面60bから突出するU字状の溝部66と、溝部66全体を覆うように第2主面60b同士を連結する波形状のフレキシブル部68とを含む伸縮部が形成される。このような伸縮部は、溝部66の変形に応じて伸縮可能であると共に、溝部66が幅方向に破断(分割)することで、フレキシブル部68の変形に応じた大きな伸縮が可能となる。 Further, in the central portion of the joiner substrate 60, a U-shaped groove portion 66 protruding from the second main surface 60b of the joiner substrate 60 and a wave-shaped portion connecting the second main surfaces 60b to each other so as to cover the entire groove portion 66 are formed. An elastic portion including the flexible portion 68 is formed. Such an expansion / contraction portion can be expanded / contracted according to the deformation of the groove portion 66, and by breaking (dividing) the groove portion 66 in the width direction, a large expansion / contraction according to the deformation of the flexible portion 68 becomes possible.

このようなジョイナ16のジョイナ基板60、第2係合部62および溝部66は、たとえば、硬質塩化ビニル等の合成樹脂の押出成形によって一体成形される。また、フレキシブル部68は、たとえば、ポリエチレン等のポリオレフィン系樹脂などによって形成され、ジョイナ基板60に固着される。第2係合部62、止水材64、溝部66およびフレキシブル部68は、ジョイナ基板60の長手方向の全長に亘って形成される。 The joiner substrate 60, the second engaging portion 62, and the groove portion 66 of the joiner 16 are integrally molded by, for example, extrusion molding of a synthetic resin such as hard vinyl chloride. Further, the flexible portion 68 is formed of, for example, a polyolefin-based resin such as polyethylene, and is fixed to the joiner substrate 60. The second engaging portion 62, the water blocking material 64, the groove portion 66, and the flexible portion 68 are formed over the entire length of the joiner substrate 60 in the longitudinal direction.

ジョイナ16の長手方向の長さは、特に限定されないが、少なくとも管体102の周長よりも長いことが好ましく、螺旋状に巻き回して仮製管した直線部材10およびコーナ部材12の連結体の側縁部同士を1本のジョイナ16で接続できる長さを有することがより好ましい。ジョイナ16の長さが短いと、その分だけジョイナ16の端部同士を接続する箇所が増えるからである。つまり、長尺のジョイナ16を用いることで、ジョイナ16同士の接続箇所を低減することができ、施工性が向上する。また、このような嵌合タイプのジョイナ16を用いて直線部材10とコーナ部材12とを管軸方向に連結することで、ボルトおよびナット等の締結部材を用いることと比較して容易に連結でき、管体102の製管作業をスムーズに行うことができる。 The length of the joiner 16 in the longitudinal direction is not particularly limited, but is preferably at least longer than the peripheral length of the tubular body 102, and is a connecting body of the straight member 10 and the corner member 12 that are spirally wound and temporarily formed. It is more preferable to have a length capable of connecting the side edges with one joiner 16. This is because if the length of the joiner 16 is short, the number of places where the ends of the joiner 16 are connected to each other increases accordingly. That is, by using the long joiner 16, the number of connection points between the joiners 16 can be reduced, and the workability is improved. Further, by connecting the straight member 10 and the corner member 12 in the pipe axis direction by using such a fitting type joiner 16, it is possible to connect the straight member 10 and the corner member 12 more easily as compared with using a fastening member such as a bolt and a nut. , The pipe making work of the pipe body 102 can be smoothly performed.

続いて、図1および図14−図18を参照して、上述のような管更生部材を用いて既設管100を更生する管路更生方法の一例について具体的に説明する。 Subsequently, with reference to FIGS. 1 and 14-18, an example of a pipeline rehabilitation method for rehabilitating the existing pipe 100 using the pipe rehabilitation member as described above will be specifically described.

既設管100を更生するときには、先ず、既設管100の更生区間近傍の地上に、直線部材10、コーナ部材12、コネクタ14およびジョイナ16などの管更生部材、並びに必要な工具および機械などを用意する。また、既設管100内は、高圧洗浄機などを用いて予め洗浄しておく。 When rehabilitating the existing pipe 100, first, pipe rehabilitation members such as a straight member 10, a corner member 12, a connector 14 and a joiner 16 and necessary tools and machines are prepared on the ground near the rehabilitation section of the existing pipe 100. .. Further, the inside of the existing pipe 100 is cleaned in advance using a high pressure washer or the like.

次に、既設管100内に管体102を施工する。すなわち、直線部材10とコーナ部材12とを周方向に交互に連結した連結体を螺旋状に巻き回すように配置すると共に、その側縁部同士を管軸方向に連結することによって、既設管100の内面に沿った管体102を形成する。 Next, the pipe body 102 is constructed in the existing pipe 100. That is, the existing pipe 100 is arranged by spirally winding a connecting body in which the straight member 10 and the corner member 12 are alternately connected in the circumferential direction and connecting the side edges thereof in the pipe axial direction. A tubular body 102 is formed along the inner surface of the.

具体的には、図14に示すように、地上において、管体102の下部を構成する下部連結体70と、管体102の上部を構成する上部連結体72とを組み立てる。下部連結体70および上部連結体72のそれぞれは、たとえば、コネクタ14を用いて直線部材10の両端部にコーナ部材12を連結したものであり、後述のように、既設管100内において管体102の両側部を構成する直線部材10と組み合わせることで管体102が形成される。このような下部連結体70および上部連結体72を管体102の形成に必要な数だけ組み立てる。 Specifically, as shown in FIG. 14, the lower connecting body 70 constituting the lower part of the pipe body 102 and the upper connecting body 72 forming the upper part of the pipe body 102 are assembled on the ground. Each of the lower connecting body 70 and the upper connecting body 72 is formed by connecting the corner members 12 to both ends of the straight member 10 by using, for example, a connector 14, and as described later, the pipe body 102 in the existing pipe 100 The tubular body 102 is formed by combining with the linear members 10 constituting both side portions of the above. Assemble the lower connecting body 70 and the upper connecting body 72 in the number required for forming the pipe body 102.

次に、図15に示すように、下部連結体70を既設管100(図15−図17では省略)内に運び込み、既設管100の内面下部に沿うように、下部連結体70を管軸方向に並べて配置する。この際、下部連結体70は、螺旋形状を想定して、管軸方向と直交する方向に対して少し斜め方向に延びるように配置する。 Next, as shown in FIG. 15, the lower connecting body 70 is carried into the existing pipe 100 (omitted in FIGS. 15 to 17), and the lower connecting body 70 is moved in the pipe axial direction along the lower inner surface of the existing pipe 100. Place them side by side. At this time, the lower connecting body 70 is arranged so as to extend slightly diagonally with respect to the direction orthogonal to the pipe axis direction, assuming a spiral shape.

続いて、図16に示すように、上部連結体72、直線部材10およびコネクタ14などを既設管100内に運び込む。そして、コネクタ14を用いて、下部連結体70の両端部に直線部材10を連結すると共に、これら直線部材10に上部連結体72を連結する。この際、上部連結体72は、隣り合う下部連結体70の一方端部と他端部とに連結した直線部材10を斜め方向に繋ぐようにする。これによって、直線部材10とコーナ部材12とを周方向に交互に連結した連結体が、螺旋状に巻き回すように配置される。つまり、直線部材10およびコーナ部材12を連結した長尺の連結体によって、既設管100の内面に沿う螺旋管74が仮製管される。 Subsequently, as shown in FIG. 16, the upper connecting body 72, the straight member 10, the connector 14, and the like are carried into the existing pipe 100. Then, using the connector 14, the straight members 10 are connected to both ends of the lower connecting body 70, and the upper connecting body 72 is connected to these straight members 10. At this time, the upper connecting body 72 connects the straight member 10 connected to one end portion and the other end portion of the adjacent lower connecting bodies 70 in an oblique direction. As a result, the connecting body in which the straight member 10 and the corner member 12 are alternately connected in the circumferential direction is arranged so as to spirally wind. That is, the spiral pipe 74 along the inner surface of the existing pipe 100 is temporarily manufactured by the long connecting body connecting the straight member 10 and the corner member 12.

続いて、図17に示すように、直線部材10、コーナ部材12およびコネクタ14の各第1係合部28,46,54とジョイナ16の第2係合部62とを嵌め合わせて、螺旋管74の隣り合う側縁部同士を、螺旋状に巻き回したジョイナ16で接続する。これによって、更生区間の全長に亘って同一断面寸法となる管体102が既設管100内に形成される。 Subsequently, as shown in FIG. 17, the first engaging portions 28,46,54 of the straight member 10, the corner member 12, and the connector 14 and the second engaging portion 62 of the joiner 16 are fitted together to form a spiral tube. The adjacent side edges of 74 are connected by a spirally wound joiner 16. As a result, a pipe body 102 having the same cross-sectional dimension over the entire length of the rehabilitation section is formed in the existing pipe 100.

既設管100内に管体102が形成されると、既設管100の内面と管体102の外面との間に、充填材(裏込材)104を注入し、図1および図18に示すような、既設管100と管体102とが一体化した更生管を形成する。その後、片付け作業などを適宜実施することによって、既設管100の更生作業が終了する。 When the pipe body 102 is formed in the existing pipe 100, a filler (backing material) 104 is injected between the inner surface of the existing pipe 100 and the outer surface of the pipe body 102, and as shown in FIGS. 1 and 18. The existing pipe 100 and the pipe body 102 are integrated to form a rehabilitation pipe. After that, the rehabilitation work of the existing pipe 100 is completed by appropriately carrying out the tidying up work and the like.

以上のように、この実施例によれば、各コーナ部材12間を1つの直線部材10で繋ぐので、短尺の部材を連結して製管することと比較して、施工の手間を低減でき、施工性が向上する。また、直線部材10に補強部材22が取り付けられているので、管体102の直線部の剛性を高めることができ、管体102の直線部での変形および充填材104注入時の浮き上がりを防止できる。 As described above, according to this embodiment, since each corner member 12 is connected by one straight member 10, it is possible to reduce the labor of construction as compared with connecting short members to form a pipe. Workability is improved. Further, since the reinforcing member 22 is attached to the straight member 10, the rigidity of the straight portion of the tubular body 102 can be increased, and the deformation of the straight portion of the tubular body 102 and the lifting when the filler 104 is injected can be prevented. ..

また、管体102の施工時には、剛性の高い部材を曲げる必要が無く、直線部材10とコーナ部材12とをコネクタ14およびジョイナ16を用いて組み立てていくだけなので、剛性の高い部材を曲げるための大掛かりな製管装置が不要となる。したがって、施工が容易となり、人力での施工も可能となる。 Further, when constructing the pipe body 102, it is not necessary to bend the highly rigid member, and the straight member 10 and the corner member 12 are simply assembled using the connector 14 and the joiner 16, so that a large scale for bending the highly rigid member is required. No need for pipe making equipment. Therefore, the construction becomes easy and the construction can be performed manually.

さらに、直線部材10が備える補強部材22を、直線部材10と既設管100との間に所定空間を設けるためのスペーサとして用いるので、直線部材10を用いて管体102を施工するだけでスペーサが設置される。したがって、既設管100内に予めスペーサを設置する工程が不要となり、施工工数を低減できる。また、既設管100と管体102とが一体化した更生管も補強部材22によって補強される。このため、既設管100の強度が低い場合などに行われる、既設管100の内面に鉄筋またはスペーサ等を設置して更生管の強度向上を図る補強工程も不要となる。 Further, since the reinforcing member 22 included in the straight member 10 is used as a spacer for providing a predetermined space between the straight member 10 and the existing pipe 100, the spacer can be obtained only by constructing the pipe body 102 using the straight member 10. Will be installed. Therefore, the step of installing the spacer in the existing pipe 100 in advance becomes unnecessary, and the construction man-hours can be reduced. Further, the rehabilitation pipe in which the existing pipe 100 and the pipe body 102 are integrated is also reinforced by the reinforcing member 22. Therefore, there is no need for a reinforcing step of installing reinforcing bars or spacers on the inner surface of the existing pipe 100 to improve the strength of the rehabilitated pipe, which is performed when the strength of the existing pipe 100 is low.

なお、上述した直線部材10、コーナ部材12、コネクタ14およびジョイナ16等の管更生部材の具体的な構成ないし形状(リブ26,44、係合部28,46,54,62、補強部材22など)は、単なる一例であり、適宜変更可能である。 The specific configuration or shape of the pipe rehabilitation member such as the straight member 10, the corner member 12, the connector 14, and the joiner 16 described above (ribs 26,44, engaging portions 28,46,54,62, reinforcing member 22, etc.) ) Is just an example and can be changed as appropriate.

たとえば、図19に示すように、直線部材10に取り付ける補強部材22は、簡易な形状としてもよい。図19に示す補強部材22は、長帯状の基板80を備え、基板80の両側縁部には、平板状基体24側に向かって突出する鉤状部82が形成される。たとえば、補強部材22は、部材本体20の長手方向全長に亘って延びるように、部材本体20の背面側の両側縁部に取り付けられる。また、補強部材22は、部材本体20のリブ26の先端よりも背面側に突出するように形成され、直線部材10と既設管100との間に所定空間を設けるためのスペーサとして機能する。ただし、補強部材22は、必ずしもスペーサとして兼用される必要はなく、リブ26の突出高さまでの位置に収まるように部材本体20に取り付けられても構わない。 For example, as shown in FIG. 19, the reinforcing member 22 attached to the straight member 10 may have a simple shape. The reinforcing member 22 shown in FIG. 19 includes a long strip-shaped substrate 80, and hook-shaped portions 82 projecting toward the flat plate-shaped substrate 24 side are formed on both side edges of the substrate 80. For example, the reinforcing member 22 is attached to both side edges on the back surface side of the member body 20 so as to extend over the entire length of the member body 20 in the longitudinal direction. Further, the reinforcing member 22 is formed so as to project toward the back surface side from the tip of the rib 26 of the member main body 20, and functions as a spacer for providing a predetermined space between the straight member 10 and the existing pipe 100. However, the reinforcing member 22 does not necessarily have to be used as a spacer, and may be attached to the member main body 20 so as to fit in the position up to the protruding height of the rib 26.

また、コーナ部材12にも補強部材を取り付けるようにしてもよい。コーナ部材12は、背面側が凸となる湾曲形状を有するので、そのアーチ効果によって外圧に強く、部材の変形などは生じ難いが、補強部材を取り付けることによって、コーナ部材12をより外圧に強くすることができ、管体102を周方向全長に亘って高剛性とすることができる。 Further, a reinforcing member may be attached to the corner member 12. Since the corner member 12 has a curved shape in which the back surface side is convex, it is strong against external pressure due to its arch effect, and deformation of the member is unlikely to occur. However, by attaching a reinforcing member, the corner member 12 can be made stronger against external pressure. Therefore, the tubular body 102 can be made highly rigid over the entire length in the circumferential direction.

図20および図21には、コーナ部材12に取り付ける補強部材84の一例を示す。補強部材84は、コーナ部材12の曲板状基体42の第2主面42b側の略全体に沿って拡がるように設けられる矩形曲板状の曲板部86を備える。曲板部86の両端部には、その両側縁部に曲板状基体42側に向かって突出する鉤状部88と、曲板状基体42と反対側に向かって立ち上がる矩形平板状の立上り部90が設けられる。さらに、曲板部86および立上り部90には、厚み方向に貫通する複数の孔92が所定の配置態様で形成される。 20 and 21 show an example of the reinforcing member 84 attached to the corner member 12. The reinforcing member 84 includes a rectangular curved plate-shaped curved plate portion 86 provided so as to extend along substantially the entire side of the second main surface 42b of the curved plate-shaped base 42 of the corner member 12. At both ends of the curved plate portion 86, hook-shaped portions 88 projecting toward the curved plate-shaped base 42 side and rectangular flat plate-shaped rising portions rising toward the opposite side of the curved plate-shaped base 42 are provided on both side edges thereof. 90 is provided. Further, a plurality of holes 92 penetrating in the thickness direction are formed in the curved plate portion 86 and the rising portion 90 in a predetermined arrangement mode.

このような補強部材84は、図22に示すように、鉤状部88が、コーナ部材12の部材本体40のリブ44と第1係合部46との間に嵌め込まれて、第1係合部46の先端部に引っ掛けられることで、部材本体40に対して抜け止め固定される。ここで、補強部材84が曲板状基体42の第2主面42b側の略全体に拡がる曲板部86を有することで、コーナ部材12は、長手方向および幅方向を含む面全体が補強される。また、補強部材84が立上り部90を有することで、曲板状基体42と既設管100の内面との間に所定高さの空間を形成できると共に、コーナ部材12と既設管100の内面との接触面積を減少させて、既設管100と充填材104との付着強度を増大させることができる。さらに、補強部材84に複数の孔92が形成されていることで、充填材104がコーナ部材12の背面側全体に行き渡り易くなる。また、補強部材84は、部材本体40のリブ44の先端よりも背面側に突出するように形成され、コーナ部材12と既設管100との間に所定空間を設けるためのスペーサとして機能する。 In such a reinforcing member 84, as shown in FIG. 22, the hook-shaped portion 88 is fitted between the rib 44 of the member main body 40 of the corner member 12 and the first engaging portion 46, and the first engaging portion 84 is engaged. By being hooked on the tip end portion of the portion 46, it is fixed to the member main body 40 to prevent it from coming off. Here, the reinforcing member 84 has a curved plate portion 86 that extends substantially over the second main surface 42b side of the curved plate-shaped substrate 42, so that the entire surface of the corner member 12 including the longitudinal direction and the width direction is reinforced. NS. Further, since the reinforcing member 84 has the rising portion 90, a space having a predetermined height can be formed between the curved plate-shaped substrate 42 and the inner surface of the existing pipe 100, and the corner member 12 and the inner surface of the existing pipe 100 can be formed. The contact area can be reduced to increase the adhesion strength between the existing pipe 100 and the filler 104. Further, since the reinforcing member 84 is formed with the plurality of holes 92, the filler 104 can be easily spread over the entire back surface side of the corner member 12. Further, the reinforcing member 84 is formed so as to project toward the back surface side from the tip of the rib 44 of the member main body 40, and functions as a spacer for providing a predetermined space between the corner member 12 and the existing pipe 100.

さらに、直線部材10とコーナ部材12とを周方向に連結するコネクタとしては、周方向に伸縮可能な伸縮部を有するものを用いることもできる。直線部材10およびコーナ部材12の連結体を螺旋状に巻き回すように仮製管すると、仮製管が進むにつれて、直線部材10およびコーナ部材12の位置が周方向にずれる場合がある。伸縮部を有するコネクタは、この位置ずれを修正するために用いられる。このため、伸縮部を有するコネクタは、連結体を螺旋状に巻き回した際の数巻きに1つ程度の割合で配置される。 Further, as a connector for connecting the straight member 10 and the corner member 12 in the circumferential direction, a connector having a telescopic portion that can expand and contract in the circumferential direction can also be used. When the temporary pipe is formed so as to spirally wind the connecting body of the straight member 10 and the corner member 12, the positions of the straight member 10 and the corner member 12 may shift in the circumferential direction as the temporary pipe advances. A connector having an elastic part is used to correct this misalignment. Therefore, the connector having the telescopic portion is arranged at a ratio of about one in several turns when the connecting body is spirally wound.

図23には、伸縮部を有するコネクタ110の一例を示す。図23に示すコネクタ110は、雌型の第1コネクタ部材112、雄型の第2コネクタ部材114およびカバー部材116を含む。第1コネクタ部材112は、一方端側が開放された偏平円筒状の受口形状を有する基部120を備える。基部120の第1主面は、管体102の内面を構成し、基部120の両側縁部には、ジョイナ16の第2係合部62と嵌め合わされる第1係合部122が形成される。また、基部120の他端には、直線部材10のリブ26間またはコーナ部材12のリブ44間に嵌め込まれる複数の挿入部124が形成される。 FIG. 23 shows an example of the connector 110 having the telescopic portion. The connector 110 shown in FIG. 23 includes a female first connector member 112, a male second connector member 114, and a cover member 116. The first connector member 112 includes a base 120 having a flat cylindrical socket shape with one end open. The first main surface of the base portion 120 constitutes the inner surface of the tubular body 102, and the first engaging portion 122 to be fitted with the second engaging portion 62 of the joiner 16 is formed on both side edges of the base portion 120. .. Further, at the other end of the base portion 120, a plurality of insertion portions 124 to be fitted between the ribs 26 of the straight member 10 or between the ribs 44 of the corner member 12 are formed.

一方、第2コネクタ部材114は、矩形平板状の基部126を備える。基部126の第1主面は、管体102の内面を構成し、基部126の両側縁部には、ジョイナ16の第2係合部62と嵌め合わされる第1係合部128が形成される。また、基部126の一方端には、直線部材10のリブ26間またはコーナ部材12のリブ44間に嵌め込まれる複数の挿入部130が形成される。さらに、基部126の他端には、第1コネクタ部材112の基部120にスライド可能に差し込まれる差込部132が形成され、差込部132の先端部には、ゴム輪134が装着される。 On the other hand, the second connector member 114 includes a rectangular flat plate-shaped base portion 126. The first main surface of the base 126 constitutes the inner surface of the tubular body 102, and the first engaging portion 128 fitted with the second engaging portion 62 of the joiner 16 is formed on both side edges of the base 126. .. Further, at one end of the base portion 126, a plurality of insertion portions 130 to be fitted between the ribs 26 of the straight member 10 or between the ribs 44 of the corner member 12 are formed. Further, an insertion portion 132 that is slidably inserted into the base portion 120 of the first connector member 112 is formed at the other end of the base portion 126, and a rubber ring 134 is attached to the tip portion of the insertion portion 132.

また、カバー部材116は、差込部132の露出部分(凹部)を覆うように、基部120と基部126との間に差し込まれる部材であって、矩形平板状の基部136を備える。基部136の第1主面は、管体102の内面を構成し、基部136の両側縁部には、ジョイナ16の第2係合部62と嵌め合わされる第1係合部138が形成される。 Further, the cover member 116 is a member inserted between the base portion 120 and the base portion 126 so as to cover the exposed portion (recess) of the insertion portion 132, and includes a rectangular flat plate-shaped base portion 136. The first main surface of the base 136 constitutes the inner surface of the tubular body 102, and the first engaging portion 138 fitted with the second engaging portion 62 of the joiner 16 is formed on both side edges of the base 136. ..

このようなコネクタ110は、第1コネクタ部材112の基部120に対する第2コネクタ部材114の差込部132の差し込み量を調整することによって、周方向(嵌込方向)に伸縮可能である。つまり、基部120および差込部132がコネクタ110の伸縮部となる。 Such a connector 110 can be expanded and contracted in the circumferential direction (fitting direction) by adjusting the insertion amount of the insertion portion 132 of the second connector member 114 with respect to the base portion 120 of the first connector member 112. That is, the base portion 120 and the insertion portion 132 serve as the expansion / contraction portion of the connector 110.

また、図24には、伸縮部を有するコネクタ110の他の一例を示す。図24に示すコネクタ110は、雌型の第1コネクタ部材140と、2つの雄型の第2コネクタ部材142とを含む。第1コネクタ部材140は、両端が開放された偏平円筒状の受口形状を有する基部144を備える。基部144の第1主面は、管体102の内面を構成し、基部144の両側縁部には、ジョイナ16の第2係合部62と嵌め合わされる第1係合部146が形成される。 Further, FIG. 24 shows another example of the connector 110 having the telescopic portion. The connector 110 shown in FIG. 24 includes a female first connector member 140 and two male second connector members 142. The first connector member 140 includes a base portion 144 having a flat cylindrical socket shape with both ends open. The first main surface of the base portion 144 constitutes the inner surface of the tubular body 102, and the first engaging portion 146 fitted with the second engaging portion 62 of the joiner 16 is formed on both side edges of the base portion 144. ..

一方、第2コネクタ部材142は、上述の第2コネクタ部材114と同様の形状を有する。すなわち、矩形平板状の基部148を備え、基部148の両側縁部には、第1係合部150が形成される。また、基部148の一方端には、複数の挿入部152が形成される。さらに、基部148の他端には、第1コネクタ部材140の基部144にスライド可能に差し込まれる差込部154が形成され、差込部154の先端部には、ゴム輪156が装着される。 On the other hand, the second connector member 142 has the same shape as the above-mentioned second connector member 114. That is, a rectangular flat plate-shaped base portion 148 is provided, and a first engaging portion 150 is formed on both side edges of the base portion 148. Further, a plurality of insertion portions 152 are formed at one end of the base portion 148. Further, an insertion portion 154 that is slidably inserted into the base portion 144 of the first connector member 140 is formed at the other end of the base portion 148, and a rubber ring 156 is attached to the tip portion of the insertion portion 154.

また、図示は省略するが、図24に示すコネクタ110は、差込部154の露出部分を覆うカバー部材を備える。ただし、カバー部材は必ずしも必要ではなく、差込部154の露出部分をパテ等で埋めるようにすることもできる。これは、図23に示すコネクタ110においても同様である。 Although not shown, the connector 110 shown in FIG. 24 includes a cover member that covers the exposed portion of the insertion portion 154. However, the cover member is not always necessary, and the exposed portion of the insertion portion 154 can be filled with putty or the like. This also applies to the connector 110 shown in FIG. 23.

また、上述の実施例では、直線部材10およびコーナ部材12の連結体を螺旋状に巻き回すことで管体102を形成するようにしたが、これに限定されない。図25および図26に示す実施例のように、直線部材10およびコーナ部材12の連結体によって形成した環状体76を用いて、管体102を形成することもできる。 Further, in the above-described embodiment, the tubular body 102 is formed by spirally winding the connecting body of the straight member 10 and the corner member 12, but the present invention is not limited to this. As in the embodiment shown in FIGS. 25 and 26, the tubular body 102 can also be formed by using the annular body 76 formed by the connecting body of the straight member 10 and the corner member 12.

図25および図26に示す管路更生方法では、直線部材10とコーナ部材12とを周方向に交互に連結した連結体によって複数の環状体76を形成し、複数の環状体76を管軸方向に並べて配置すると共に、環状体76の側縁部同士を管軸方向に連結することによって、既設管100の内面に沿った管体102を形成する。 In the pipeline rehabilitation method shown in FIGS. 25 and 26, a plurality of annular bodies 76 are formed by a connecting body in which straight members 10 and corner members 12 are alternately connected in the circumferential direction, and the plurality of annular bodies 76 are connected in the pipe axis direction. By arranging them side by side and connecting the side edges of the annular body 76 in the pipe axis direction, the pipe body 102 along the inner surface of the existing pipe 100 is formed.

具体的には、図25に示すように、先ず、環状体76を管軸方向に並べて配置する。この際には、上述の螺旋管74を形成する実施例と同様に、地上において、管体102の下部を構成する下部連結体70と、管体102の上部を構成する上部連結体72とを組み立てる。次に、下部連結体70を既設管100(図25および図26では省略)内に運び込み、既設管100の内面下部に沿うように、下部連結体70を管軸方向に並べて配置する。このとき、下部連結体70は、管軸方向と直交する方向に延びるように配置する。続いて、上部連結体72などを既設管100内に運び込み、上部連結体72の両端部と下部連結体70の両端部とをコネクタ14および直線部材10を用いて環状に連結する。これによって、既設管100の内面に沿う環状体76が管軸方向に並んで配置される。 Specifically, as shown in FIG. 25, first, the annular bodies 76 are arranged side by side in the pipe axis direction. At this time, similarly to the above-described embodiment for forming the spiral pipe 74, the lower connecting body 70 forming the lower part of the pipe body 102 and the upper connecting body 72 forming the upper part of the pipe body 102 are formed on the ground. assemble. Next, the lower connecting body 70 is carried into the existing pipe 100 (omitted in FIGS. 25 and 26), and the lower connecting bodies 70 are arranged side by side in the pipe axis direction along the lower part of the inner surface of the existing pipe 100. At this time, the lower connecting body 70 is arranged so as to extend in a direction orthogonal to the pipe axis direction. Subsequently, the upper connecting body 72 and the like are carried into the existing pipe 100, and both ends of the upper connecting body 72 and both ends of the lower connecting body 70 are connected in an annular shape by using the connector 14 and the straight member 10. As a result, the annular bodies 76 along the inner surface of the existing pipe 100 are arranged side by side in the pipe axis direction.

続いて、図26に示すように、環状体76を構成する直線部材10、コーナ部材12およびコネクタ14の各第1係合部28,46,54とジョイナ16の第2係合部62とを嵌め合わせて、隣り合う環状体76の側縁部同士を環状にしたジョイナ16で接続する。これによって、更生区間の全長に亘って同一断面寸法となる管体102が既設管100内に形成される。 Subsequently, as shown in FIG. 26, the first engaging portions 28, 46, 54 of the straight member 10, the corner member 12, and the connector 14 constituting the annular body 76 and the second engaging portion 62 of the joiner 16 are subsequently attached. The side edges of the adjacent annular bodies 76 are fitted together and connected by an annular joiner 16. As a result, a pipe body 102 having the same cross-sectional dimension over the entire length of the rehabilitation section is formed in the existing pipe 100.

図25および図26に示すような環状体76を形成する管路更生方法においても、上述の螺旋管74を形成する管路更生方法と同様の作用効果を奏し、施工の手間を低減でき、施工性が向上する。 Even in the pipeline rehabilitation method for forming the annular body 76 as shown in FIGS. 25 and 26, the same action and effect as the above-mentioned pipeline rehabilitation method for forming the spiral pipe 74 can be obtained, the labor for construction can be reduced, and the construction can be performed. Improves sex.

なお、上述の各実施例では、既設管100内での作業を減らし、管体102を効率的に形成するために、地上で下部連結体70および上部連結体72を組み立てるようにしたが、これに限定されない。管体102の組立作業は全て、既設管100内で行うこともできる。すなわち、既設管100内で、直線部材10とコーナ部材12とを周方向に交互に連結して、螺旋状にまたは環状に組み立てていってもよい。また、下部連結体70および上部連結体72を構成する直線部材10およびコーナ部材12の数も、適宜変更可能である。 In each of the above-described embodiments, the lower connecting body 70 and the upper connecting body 72 are assembled on the ground in order to reduce the work in the existing pipe 100 and efficiently form the pipe body 102. Not limited to. All the assembly work of the pipe body 102 can be performed in the existing pipe 100. That is, in the existing pipe 100, the straight member 10 and the corner member 12 may be alternately connected in the circumferential direction to be assembled in a spiral or an annular shape. Further, the number of the straight member 10 and the corner member 12 constituting the lower connecting body 70 and the upper connecting body 72 can be changed as appropriate.

また、上述の各実施例では、伸縮部を備えるジョイナ16を用いるようにしたが、ジョイナ16は、必ずしも伸縮部を備える必要はない。また、直線部材10とコーナ部材12とを周方向に連結した連結体の側縁部は、必ずしもジョイナ16を用いて接続する必要はなく、連結体の側縁部同士を直接接続する構成とすることもできる。 Further, in each of the above-described embodiments, the joiner 16 having the telescopic portion is used, but the joiner 16 does not necessarily have to include the telescopic portion. Further, the side edge portions of the connecting body in which the straight member 10 and the corner member 12 are connected in the circumferential direction do not necessarily have to be connected by using the joiner 16, and the side edge portions of the connecting body are directly connected to each other. You can also do it.

なお、上で挙げた寸法などの具体的数値はいずれも単なる一例であり、製品の仕様などの必要に応じて適宜変更可能である。 The specific numerical values such as the dimensions mentioned above are merely examples, and can be changed as appropriate according to the needs of the product specifications and the like.

10 …直線部材
12 …コーナ部材
14,110 …コネクタ
16 …ジョイナ
22,84 …補強部材
24 …平板状基体
26,44 …リブ
28,46,54 …第1係合部
30 …平板部
34 …立上り部
42 …曲板状基体
50 …挿入部
62 …第2係合部
74 …螺旋管
76 …環状体
100 …既設管
102 …管体
104 …充填材
10 ... Straight member 12 ... Corner member 14,110 ... Connector 16 ... Joiner 22,84 ... Reinforcing member 24 ... Flat plate base 26,44 ... Rib 28,46,54 ... First engaging part 30 ... Flat plate part 34 ... Rising Part 42 ... Curved plate-shaped base 50 ... Insertion part 62 ... Second engaging part 74 ... Spiral tube 76 ... Ring body 100 ... Existing pipe 102 ... Tube body 104 ... Filler

Claims (11)

断面が矩形状の既設管を更生するための管路更生方法であって、
前記既設管の辺長に対応する長さを有する平板状基体を含み、前記平板状基体の背面側に、長手方向に延びる複数のリブが形成されると共に補強部材が取り付けられた複数の直線部材と、
前記既設管のコーナ部の形状に対応して湾曲した曲板状基体を含み、前記曲板状基体の背面側に長手方向に延びる複数のリブが形成された複数のコーナ部材と
前記直線部材および前記コーナ部材のリブ間に嵌め込まれる挿入部を有する複数のコネクタとを用意し、
前記直線部材と前記コーナ部材とを前記コネクタによって周方向に交互に連結した連結体を用いて、前記既設管の内面に沿った管体を形成する、管路更生方法。
It is a pipeline rehabilitation method for rehabilitating an existing pipe with a rectangular cross section.
A plurality of straight members including a flat plate having a length corresponding to the side length of the existing pipe, having a plurality of ribs extending in the longitudinal direction formed on the back surface side of the flat plate and having a reinforcing member attached. When,
A plurality of corner members including a curved plate-shaped substrate curved corresponding to the shape of the corner portion of the existing pipe, and a plurality of ribs extending in the longitudinal direction are formed on the back surface side of the curved plate-shaped substrate .
A plurality of connectors having an insertion portion to be fitted between the ribs of the straight member and the corner member are prepared.
A pipeline rehabilitation method for forming a pipe body along the inner surface of an existing pipe by using a connecting body in which the straight member and the corner member are alternately connected by the connector in the circumferential direction.
前記補強部材を前記直線部材と前記既設管との間に所定空間を設けるためのスペーサとして用いる、請求項記載の管路更生方法。 The use of the reinforcing member as a spacer for providing a predetermined space between the existing pipe and the linear member, pipe rehabilitating method of claim 1. 前記補強部材は、前記平板状基体の背面側の略全体に拡がる平板部を有する、請求項1または2記載の管路更生方法。 The method for rehabilitating a pipeline according to claim 1 or 2 , wherein the reinforcing member has a flat plate portion extending substantially on the back surface side of the flat plate-shaped substrate. 前記補強部材は、前記平板部から前記平板状基体と反対側に向かって立ち上がる立上り部を有する、請求項記載の管路更生方法。 The method for rehabilitating a pipeline according to claim 3 , wherein the reinforcing member has a rising portion that rises from the flat plate portion toward the side opposite to the flat plate-shaped substrate. 前記補強部材は、パンチングメタルによって形成される、請求項1からのいずれかに記載の管路更生方法。 The pipeline rehabilitation method according to any one of claims 1 to 4 , wherein the reinforcing member is formed of punching metal. 前記コーナ部材は、前記曲板状基体の背面側に取り付けられた補強部材を備える、請求項1からのいずれかに記載の管路更生方法。 The pipeline rehabilitation method according to any one of claims 1 to 5 , wherein the corner member includes a reinforcing member attached to the back surface side of the curved plate-shaped substrate. 前記連結体を螺旋状に巻き回すように配置することによって前記管体を形成する、請求項1からのいずれかに記載の管路更生方法。 The method for rehabilitating a pipeline according to any one of claims 1 to 6 , wherein the tubular body is formed by arranging the connecting body in a spiral winding manner. 前記連結体の隣り合う側縁部同士を管軸方向に連結するとき、少なくとも前記管体の周長よりも長い長帯状のジョイナを用いる、請求項記載の管路更生方法。 The method for rehabilitating a pipeline according to claim 7 , wherein when the adjacent side edges of the connecting body are connected to each other in the pipe axis direction, a long strip-shaped joiner longer than the peripheral length of the pipe body is used. 前記直線部材と前記コーナ部材とを周方向に連結するとき、当該周方向に伸縮可能な伸縮部を有するコネクタを用いる、請求項または記載の管路更生方法。 The pipeline rehabilitation method according to claim 7 or 8 , wherein when the straight member and the corner member are connected in the circumferential direction, a connector having a telescopic portion that can expand and contract in the circumferential direction is used. 断面が矩形状の既設管の更生に用いられる管更生部材であって、
前記既設管の辺長に対応する長さを有する平板状基体を含み、前記平板状基体の背面側に、長手方向に延びる複数のリブが形成されると共に補強部材が取り付けられた直線部材
前記既設管のコーナ部の形状に対応して湾曲した曲板状基体を含み、前記曲板状基体の背面側に長手方向に延びる複数のリブが形成されたコーナ部材、および
前記直線部材および前記コーナ部材のリブ間に嵌め込まれる挿入部を有するコネクタを備える、管更生部材。
A pipe rehabilitation member used for rehabilitation of existing pipes with a rectangular cross section.
A linear member containing a flat plate having a length corresponding to the side length of the existing pipe, having a plurality of ribs extending in the longitudinal direction formed on the back surface side of the flat base and having a reinforcing member attached .
A corner member including a curved plate-shaped substrate curved corresponding to the shape of the corner portion of the existing pipe, and a plurality of ribs extending in the longitudinal direction formed on the back surface side of the curved plate-shaped substrate, and a corner member.
A pipe rehabilitation member comprising a connector having an insertion portion fitted between the ribs of the straight member and the corner member.
前記コーナ部材は、前記曲板状基体の背面側に取り付けられた補強部材を備える、請求項10記載の管更生部材。The pipe rehabilitation member according to claim 10, wherein the corner member includes a reinforcing member attached to the back surface side of the curved plate-shaped substrate.
JP2017237027A 2017-12-11 2017-12-11 Pipeline rehabilitation method and pipe rehabilitation member Active JP6931872B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2017237027A JP6931872B2 (en) 2017-12-11 2017-12-11 Pipeline rehabilitation method and pipe rehabilitation member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2017237027A JP6931872B2 (en) 2017-12-11 2017-12-11 Pipeline rehabilitation method and pipe rehabilitation member

Publications (2)

Publication Number Publication Date
JP2019104143A JP2019104143A (en) 2019-06-27
JP6931872B2 true JP6931872B2 (en) 2021-09-08

Family

ID=67060734

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2017237027A Active JP6931872B2 (en) 2017-12-11 2017-12-11 Pipeline rehabilitation method and pipe rehabilitation member

Country Status (1)

Country Link
JP (1) JP6931872B2 (en)

Also Published As

Publication number Publication date
JP2019104143A (en) 2019-06-27

Similar Documents

Publication Publication Date Title
RU2507435C2 (en) Restoration method of existing pipe
JP6654838B2 (en) Pipe-forming members
US9746121B2 (en) Spacer for positioning a rehabilitating pipe
JP6931872B2 (en) Pipeline rehabilitation method and pipe rehabilitation member
JP6005862B2 (en) One-touch three-stage fastening device for joint pipe for pressure pipe connection and pressure pipe construction method using the same
JP2008291462A (en) Temporary form member, temporary form assembly using the same, and reconstruction method for sewerage facility
JP4503489B2 (en) Repair structure of existing pipe
JP4743725B1 (en) Lining body and lining structure using the same
KR100426405B1 (en) Drainage channel pipe connection device, especially facilitating use in curved part according to structure of construction spot
JP6826345B2 (en) Pipeline rehabilitation method
JP2016141930A (en) Support member of rehabilitation pipe
JP6931873B2 (en) Pipeline rehabilitation method and pipe rehabilitation member
JP6815823B2 (en) Band-shaped member for lining
JP2003214563A (en) Synthetic resin rigid pipe having flexible part
JP3779037B2 (en) Strip for existing pipe lining
JP7063697B2 (en) Rehabilitation structure and rehabilitation method of existing pipes
JP5703093B2 (en) Profile
KR101034517B1 (en) Corrugate pipe of plastic having union member
JP7462226B2 (en) Pipe rehabilitation materials
KR101088707B1 (en) A jointing device for corrugated stell pipes
JP5491105B2 (en) Strip, joining structure of strip and joiner, and spiral tube using the same
JP7372631B2 (en) lining material
JP7355330B2 (en) Pipe rehabilitation components
JP4518548B2 (en) Lining method for existing pipes
JP7313209B2 (en) Joint member for precast concrete wall-embedded pipe, joint structure for precast concrete wall-embedded pipe, and precast concrete wall installation method

Legal Events

Date Code Title Description
A625 Written request for application examination (by other person)

Free format text: JAPANESE INTERMEDIATE CODE: A625

Effective date: 20200617

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20210511

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20210512

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20210624

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20210713

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20210803

R150 Certificate of patent or registration of utility model

Ref document number: 6931872

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150