JP7260185B2 - Spacer for adjusting the position of rehabilitating pipes and pipe rehabilitating construction method using the same - Google Patents

Spacer for adjusting the position of rehabilitating pipes and pipe rehabilitating construction method using the same Download PDF

Info

Publication number
JP7260185B2
JP7260185B2 JP2020504839A JP2020504839A JP7260185B2 JP 7260185 B2 JP7260185 B2 JP 7260185B2 JP 2020504839 A JP2020504839 A JP 2020504839A JP 2020504839 A JP2020504839 A JP 2020504839A JP 7260185 B2 JP7260185 B2 JP 7260185B2
Authority
JP
Japan
Prior art keywords
pipe
wedge
shaped member
spacer
rehabilitating
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
JP2020504839A
Other languages
Japanese (ja)
Other versions
JPWO2019171801A1 (en
Inventor
隆夫 神山
武司 長谷川
史孝 本田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shonan Plastic Manufacturing Co Ltd
Original Assignee
Shonan Plastic Manufacturing Co Ltd
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 Shonan Plastic Manufacturing Co Ltd filed Critical Shonan Plastic Manufacturing Co Ltd
Publication of JPWO2019171801A1 publication Critical patent/JPWO2019171801A1/en
Application granted granted Critical
Publication of JP7260185B2 publication Critical patent/JP7260185B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/06Methods of, or installations for, laying sewer pipes
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F7/00Other installations or implements for operating sewer systems, e.g. for preventing or indicating stoppage; Emptying cesspools
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L55/00Devices or appurtenances for use in, or in connection with, pipes or pipe systems
    • F16L55/18Appliances for use in repairing pipes
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/06Methods of, or installations for, laying sewer pipes
    • E03F2003/065Refurbishing of sewer pipes, e.g. by coating, lining

Description

本発明は、既設管と、該既設管内にセグメントを周方向並びに管長方向に連結して組み立てられる更生管との隙間に挿入され、更生管の既設管に対する位置を調節する更生管の位置調整用スペーサー並びにこのスペーサーを用いた管更生工法に関する。 The present invention is for adjusting the position of a rehabilitated pipe inserted into a gap between an existing pipe and a rehabilitated pipe assembled by connecting segments in the existing pipe in the circumferential direction and the pipe length direction to adjust the position of the rehabilitated pipe with respect to the existing pipe. The present invention relates to a spacer and a pipe rehabilitation method using this spacer.

地中に埋設された下水管等の大口径既設管が老朽化した場合、既設管を地中から掘出することなく、その内周面にライニングを施して管路を補修する補修工法が実用化されている。このような工法では、上述したようなセグメントを周方向に連結して管ユニットを組み立て、該管ユニットを連結部材を介して管長方向に連結し管路内に更生管を組み立てている。既設管内に更生管を組み立てた後、既設管と更生管間にグラウトなどの充填材を充填して硬化させ複合管が構築される。 When large-diameter existing pipes such as sewage pipes buried in the ground have deteriorated, a repair method that repairs the pipe line by lining the inner surface without digging the existing pipe from the ground is practical. has been made In such a construction method, the above-described segments are connected in the circumferential direction to assemble a pipe unit, and the pipe units are connected in the pipe length direction via connecting members to assemble a rehabilitating pipe in the pipeline. After assembling the rehabilitating pipe into the existing pipe, a filler such as grout is filled between the existing pipe and the rehabilitating pipe and hardened to construct a composite pipe.

このような工法で、既設管と更生管間に充填材を注入するとき、更生管はプラスチック材からなることから比重が充填材より小さく、充填材上に浮いてしまう。これを防止するために、更生管を所定長さ(例えば1m位)組み立てる毎に、既設管と更生管の間に、下記特許文献1に記載のようなスペーサーを挿入し、更生管を下方に押し付け、更生管の位置調整を行って充填材を注入するようにしている。 When a filler is injected between the existing pipe and the rehabilitated pipe by such a construction method, since the rehabilitated pipe is made of a plastic material, it has a lower specific gravity than the filler and floats on the filler. In order to prevent this, a spacer as described in Patent Document 1 below is inserted between the existing pipe and the rehabilitated pipe each time the rehabilitated pipe is assembled to a predetermined length (for example, about 1 m) to lower the rehabilitated pipe. The filling material is injected by pressing and adjusting the position of the rehabilitating pipe.

また、既設管と更生管の間に注入される充填材は、更生管の上部では多量であり、更生管が上述したスペーサーにより下方に押し付けられるので、更生管の底部では、充填材が注入されにくくなる。従って、充填材の層厚は更生管の周方向で異なってしまい、更生管は充填材により周方向に異なる外圧を受け、変形する恐れがある。この更生管の変形を防止するために、下記特許文献2、3に示すように、更生管の内部に支保工を組み立てている。 In addition, a large amount of filler is injected between the existing pipe and the rehabilitated pipe at the top of the rehabilitated pipe. become difficult. Therefore, the layer thickness of the filling material varies in the circumferential direction of the rehabilitating pipe, and the rehabilitating pipe may be subjected to different external pressures in the circumferential direction due to the filling material, resulting in deformation. In order to prevent this deformation of the rehabilitating pipe, as shown in Patent Documents 2 and 3 below, shoring is assembled inside the rehabilitating pipe.

また、既設管と更生管の間に挿入されるスペーサーがセグメントから落下しないように、セグメントに保持部材を固定し、この保持部材でスペーサーを保持することが行われている(下記特許文献4)。 Moreover, in order to prevent the spacer inserted between the existing pipe and the rehabilitation pipe from falling from the segment, a holding member is fixed to the segment, and the spacer is held by this holding member (Patent Document 4 below). .

特開2005-265070号公報JP-A-2005-265070 特開平7-268853号公報JP-A-7-268853 特開2015-24561号公報JP 2015-24561 A 特開2017-25976号公報JP 2017-25976 A

しかしながら、作業者が更生管内に入ることは困難な場合が多く、更生管内に支保工を組み立てることは難作業となる。また、充填材が硬化したあと、支保工を解体して更生管内から除去しなければならないという問題がある。 However, it is often difficult for workers to enter the rehabilitation pipe, and assembling the shoring in the rehabilitation pipe is a difficult task. There is also the problem that the shoring must be dismantled and removed from the rehabilitation pipe after the filler has hardened.

また、既設管の下方部にも、既設管と更生管の間にスペーサーを挿入して既設管と更生管の間に全周に渡って隙間を形成し、そこに充填材を注入することにより更生管の強度を高め、更生管内に支保工を組み立てる作業を省略することも考えられる。しかし、既設管と更生管の底部ないし底部近傍にスペーサーを挿入して所定の厚みの隙間を確保することは、困難なことが多い。 Also, in the lower part of the existing pipe, a spacer is inserted between the existing pipe and the rehabilitated pipe to form a gap along the entire circumference between the existing pipe and the rehabilitated pipe. It is also conceivable to increase the strength of the rehabilitated pipe and omit the work of assembling the shoring inside the rehabilitated pipe. However, it is often difficult to secure a gap of a predetermined thickness by inserting a spacer at or near the bottom of the existing pipe and the rehabilitated pipe.

本発明は、このような問題点を解決するためになされたもので、既設管と更生管の底部ないし底部近傍にもスペーサーを挿入して全周に渡って充填材を注入することができ、更生管内に支保工を組み立てることなく更生管の変形を防止して既設管の更生を行うことができる更生管の位置調整用スペーサー及びこれを用いた管更生工法を提供することを課題とする。 The present invention was made in order to solve such problems, and a filler can be injected over the entire circumference by inserting a spacer at or near the bottom of the existing pipe and the rehabilitated pipe. To provide a spacer for adjusting the position of a rehabilitating pipe capable of rehabilitating an existing pipe by preventing deformation of the rehabilitating pipe without assembling a shoring in the rehabilitating pipe, and a pipe rehabilitation construction method using the spacer.

本発明(請求項1)は、
既設管と、該既設管内にセグメントを周方向並びに管長方向に連結して組み立てられる更生管との隙間に挿入され、更生管の既設管に対する位置を調節する更生管の位置調整用スペーサーであって、
セグメントに固定された保持部材のガイド溝に嵌合して管長方向にスライド可能に保持される側壁が形成されるとともに、所定角度で傾斜した傾斜面に係止歯が形成された第1のくさび状部材と、
前記第1のくさび状部材の傾斜角度と同角度で傾斜した傾斜面を有し、第1のくさび状部材に対して挿入方向には移動可能で、逆方向には移動できないように、第1のくさび状部材の係止歯と係合する係止歯が該傾斜面に形成された第2のくさび状部材と、を有し、
第1と第2のくさび状部材は、それぞれの係止歯が係合するように傾斜面を合わせて重ねられ、
前記第1のくさび状部材の側壁面には、管長方向に延びる凸部あるいは凹部が形成され、該側壁面に対向する保持部材のガイド溝面には、側壁面の凸部あるいは凹部と嵌合する凹部あるいは凸部が形成され、該凹凸嵌合により第1のくさび状部材の管長方向と周方向に直交する方向への移動が制限されることを特徴とする。
The present invention (claim 1) is
A spacer for adjusting the position of a rehabilitated pipe that is inserted into a gap between an existing pipe and a rehabilitated pipe assembled by connecting segments in the existing pipe in the circumferential direction and the pipe length direction, and that adjusts the position of the rehabilitated pipe with respect to the existing pipe. ,
A first wedge having a side wall which is fitted in a guide groove of a holding member fixed to the segment and slidably held in the pipe length direction, and has locking teeth formed on an inclined surface inclined at a predetermined angle. a shaped member;
The first wedge-shaped member has an inclined surface inclined at the same angle as the inclination angle of the first wedge-shaped member, and is movable in the insertion direction with respect to the first wedge-shaped member and cannot be moved in the opposite direction. a second wedge-shaped member having locking teeth formed on the inclined surface that engage with the locking teeth of the wedge-shaped member of
the first and second wedge-shaped members are superimposed with their ramps aligned so that their respective locking teeth engage;
The side wall surface of the first wedge-shaped member is formed with projections or recesses extending in the pipe length direction, and the guide groove surface of the holding member facing the side wall surface is fitted with the projections or recesses of the side wall surface. A concave portion or a convex portion is formed so that the concave-convex fitting restricts movement of the first wedge-shaped member in a direction orthogonal to the pipe length direction and the circumferential direction.

本発明(請求項5)は、
セグメントを周方向並びに管長方向に連結して既設管内に更生管を敷設する管更生工法であって、
所定角度で傾斜した傾斜面に係止歯が形成された第1のくさび状部材をセグメントに固定された保持部材に保持する工程と、
第1のくさび状部材の傾斜角度と同角度で傾斜した傾斜面を有し、第1のくさび状部材に対して挿入方向には移動可能で、逆方向には移動できないように、第1のくさび状部材の係止歯と係合する係止歯が傾斜面に形成された第2のくさび状部材を、それぞれの係止歯が係合するように、第1のくさび状部材に重ね合わせて既設管と更生管の隙間に挿入する工程と、
第2のくさび状部材を第1のくさび状部材に対して挿入方向に移動させることにより、第1と第2のくさび状部材を重ね合わせたスペーサー全体の厚さが段階的に増すように、調節する工程と、
更生管と既設管の間に充填材を注入する工程と、を備え、
前記第1と第2のくさび状部材を重ね合わせたスペーサーは、更生管と既設管の間に全周に渡って隙間が発生するように、複数位置に挿入され、
前記更生管の底部ないし底部近傍に配置されるスペーサーの第1のくさび状部材を保持する保持部材には、該第1のくさび状部材の側壁と嵌合して第1のくさび状部材を管長方向にスライド可能に保持するガイド溝が形成され、
前記ガイド溝にスライド可能に保持された第1のくさび状部材の側壁面には、管長方向に延びる凸部あるいは凹部が形成されるとともに、該側壁面に対向するガイド溝面には、側壁面の凸部あるいは凹部と凹凸嵌合する凹部あるいは凸部が形成され、該凹凸嵌合により第1のくさび状部材の管長方向と周方向に直交する方向への移動が制限されることを特徴とする。
The present invention (claim 5) is
A pipe rehabilitation method for laying a rehabilitation pipe in an existing pipe by connecting segments in the circumferential direction and the pipe length direction,
a step of holding a first wedge-shaped member having locking teeth formed on an inclined surface inclined at a predetermined angle to a holding member fixed to the segment;
The first wedge-shaped member has an inclined surface inclined at the same angle as the inclination angle of the first wedge-shaped member, and is movable relative to the first wedge-shaped member in the insertion direction, but not in the opposite direction. A second wedge-shaped member having locking teeth formed on an inclined surface that engage with the locking teeth of the wedge-shaped member is superimposed on the first wedge-shaped member so that the respective locking teeth are engaged. a step of inserting into the gap between the existing pipe and the rehabilitation pipe;
By moving the second wedge-shaped member in the insertion direction with respect to the first wedge-shaped member, the overall thickness of the spacer in which the first and second wedge-shaped members are overlapped increases stepwise, adjusting;
a step of injecting a filler between the rehabilitation pipe and the existing pipe,
The spacers in which the first and second wedge-shaped members are superimposed are inserted in a plurality of positions so that a gap is generated along the entire circumference between the rehabilitating pipe and the existing pipe,
A holding member for holding the first wedge-shaped member of the spacer disposed at or near the bottom of the rehabilitating pipe is fitted with the side wall of the first wedge-shaped member to extend the first wedge-shaped member to the pipe length. A guide groove is formed to hold it slidably in the direction,
The side wall surface of the first wedge-shaped member slidably held in the guide groove is formed with a protrusion or a recess extending in the pipe length direction, and the guide groove surface facing the side wall surface has a side wall surface. A concave portion or a convex portion is formed to fit the convex portion or concave portion of the first wedge-shaped member in a direction perpendicular to the pipe length direction and the circumferential direction. do.

本発明によれば、スペーサーの第1のくさび状部材は、管長方向にスライド可能に保持されるので、第1のくさび状部材を更生管の外部にはみ出るように保持して内部にスライドさせることができる。従って、はみ出た第1のくさび状部材を目印に第1のくさび状部材が更生管の底部ないし底部近傍にくるように更生管を設置するのが容易になる。また、第1のくさび状部材は、管長方向と周方向に直交する方向へ移動するのが制限されるので、第1のくさび状部材が更生管の底部ないし底部近傍にきても自重でセグメントから落下する恐れがなく、更生管の底部ないし底部近傍にスペーサーを設置して既設管との間に隙間を形成するのが容易になる。従って、更生管と既設管の間に全周に渡って隙間を形成することができ、更生管と既設管の間に全周に渡って充填材を注入して既設管の更生を行うことが可能になる。 According to the present invention, the first wedge-shaped member of the spacer is held so as to be slidable in the pipe length direction. can be done. Therefore, using the protruding first wedge-shaped member as a mark, it becomes easy to install the rehabilitating pipe so that the first wedge-shaped member is at or near the bottom of the rehabilitating pipe. In addition, since the movement of the first wedge-shaped member in the direction orthogonal to the pipe length direction and the circumferential direction is restricted, even if the first wedge-shaped member comes to the bottom or near the bottom of the rehabilitating pipe, the segment is formed by its own weight. It is easy to form a gap between the rehabilitating pipe and the existing pipe by installing a spacer at or near the bottom of the rehabilitating pipe. Therefore, a gap can be formed along the entire circumference between the rehabilitated pipe and the existing pipe, and the existing pipe can be rehabilitated by injecting the filler over the entire circumference between the rehabilitated pipe and the existing pipe. be possible.

更生管の組み立てに使用されるセグメントの構造を示した斜視図である。FIG. 4 is a perspective view showing the structure of a segment used for assembling the rehabilitation pipe; セグメントを周方向に連結して管ユニットを組み立てた状態を示す斜視図である。Fig. 10 is a perspective view showing a state in which the pipe unit is assembled by connecting the segments in the circumferential direction; 管ユニットのセグメントを連結部材を用いて管長方向に連結する状態を示した説明図である。FIG. 4 is an explanatory diagram showing a state in which segments of a pipe unit are connected in the pipe length direction using a connecting member; 既設管内に更生管を敷設する状態を示す説明図である。FIG. 4 is an explanatory diagram showing a state in which a rehabilitating pipe is laid in an existing pipe; 更生管の外周と既設管の内壁面の隙間に充填材を注入する様子を示す断面図である。FIG. 4 is a cross-sectional view showing how a filler is injected into a gap between the outer circumference of a rehabilitated pipe and the inner wall surface of an existing pipe. 更生管の上方部に挿入されるスペーサーの第1のくさび状部材の構造を示す斜視図である。FIG. 4 is a perspective view showing the structure of the first wedge-shaped member of the spacer inserted in the upper portion of the rehabilitation pipe; 更生管の上方部に挿入されるスペーサーの第2のくさび状部材の構造を示す斜視図である。FIG. 10 is a perspective view showing the structure of a second wedge-shaped member of the spacer that is inserted into the upper portion of the rehabilitation pipe; 更生管の上方部に挿入されるスペーサーの第2のくさび状部材を移動させてスペーサー全体の厚みを調節する状態を示した説明図である。FIG. 10 is an explanatory diagram showing a state in which the thickness of the entire spacer is adjusted by moving the second wedge-shaped member of the spacer inserted in the upper part of the rehabilitation pipe. 更生管の上方部に挿入されるスペーサーをセグメントに取り付ける状態を示した斜視図である。FIG. 10 is a perspective view showing a state in which a spacer inserted in the upper part of the rehabilitation pipe is attached to the segment; 更生管の上方部に挿入されるスペーサーを保持するスペーサー保持部材の正面図である。FIG. 4 is a front view of a spacer holding member holding a spacer inserted in the upper part of the rehabilitation pipe; 更生管の上方部に挿入されるスペーサーを保持するスペーサー保持部材の側面図である。FIG. 4 is a side view of a spacer holding member holding a spacer inserted in the upper part of the rehabilitation pipe; 更生管の底部ないし底部近傍に挿入されるスペーサーの第1のくさび状部材の構造を示す斜視図である。FIG. 4 is a perspective view showing the structure of the first wedge-shaped member of the spacer inserted at or near the bottom of the rehabilitation pipe. 更生管の底部ないし底部近傍に挿入されるスペーサーの第2のくさび状部材の構造を示す斜視図である。FIG. 4 is a perspective view showing the structure of a second wedge-shaped member of the spacer inserted at or near the bottom of the rehabilitation pipe; 更生管の底部ないし底部近傍に挿入されるスペーサーの第2のくさび状部材を移動させてスペーサー全体の厚みを調節する状態を示した説明図である。FIG. 10 is an explanatory diagram showing a state in which the thickness of the entire spacer is adjusted by moving the second wedge-shaped member of the spacer inserted at or near the bottom of the rehabilitation pipe. 更生管の底部ないし底部近傍に挿入されるスペーサーを保持するスペーサー保持部材の斜視図である。FIG. 4 is a perspective view of a spacer holding member holding a spacer inserted at or near the bottom of a rehabilitation pipe; 更生管の底部ないし底部近傍に挿入されるスペーサーを保持するスペーサー保持部材の正面図である。FIG. 4 is a front view of a spacer holding member that holds a spacer inserted at or near the bottom of a rehabilitation pipe; 更生管の底部ないし底部近傍に挿入されるスペーサーを保持するスペーサー保持部材をセグメントに取り付ける状態を示した斜視図である。FIG. 4 is a perspective view showing a state where a spacer holding member holding a spacer inserted at or near the bottom of a rehabilitation pipe is attached to a segment. 更生管の底部ないし底部近傍に挿入されるスペーサーを挿入方向にスライドさせる状態を示した斜視図である。FIG. 4 is a perspective view showing a state in which a spacer inserted at or near the bottom of the rehabilitation pipe is slid in the insertion direction; 更生管の底部ないし底部近傍に挿入されるスペーサーの第1のくさび状部材を保持部材に保持した状態を示す図14のA-A線に沿った断面図である。FIG. 15 is a cross-sectional view taken along line AA in FIG. 14 showing a state in which the first wedge-shaped member of the spacer inserted at or near the bottom of the rehabilitation pipe is held by the holding member; 更生管の底部にスペーサーを挿入する工程を示した説明図である。FIG. 4 is an explanatory view showing a step of inserting a spacer into the bottom of the rehabilitation pipe; 更生管の最上部と底部にスペーサーを挿入した状態を示す説明図である。FIG. 4 is an explanatory view showing a state in which spacers are inserted into the top and bottom of the rehabilitating pipe; 第1のくさび状部材の側壁面と保持部材のガイド溝面の凹凸嵌合の他の実施例を示す断面図である。FIG. 10 is a cross-sectional view showing another embodiment of the concave-convex fitting between the side wall surface of the first wedge-shaped member and the guide groove surface of the holding member; 第1のくさび状部材の側壁面と保持部材のガイド溝面の凹凸嵌合の更に他の実施例を示す断面図である。FIG. 10 is a cross-sectional view showing still another embodiment of the concave-convex fitting between the side wall surface of the first wedge-shaped member and the guide groove surface of the holding member;

以下に本発明を、添付図面に示す実施例に基づいて説明する。本発明は、下水管、上水管、トンネル、あるいは農業用水路等の大口径の既設管を更生あるいは修復するのに適している。本実施例では、更生管は、管長方向に直交する断面形状が円形として説明されるが、円形以外の形状の更生管にも本発明を適用できることは勿論である。 BEST MODE FOR CARRYING OUT THE INVENTION The present invention will be described below based on embodiments shown in the accompanying drawings. INDUSTRIAL APPLICABILITY The present invention is suitable for rehabilitating or repairing large-diameter existing pipes such as sewage pipes, water supply pipes, tunnels, or agricultural waterways. In this embodiment, the rehabilitating pipe is described as having a circular cross-sectional shape perpendicular to the pipe length direction, but the present invention can of course be applied to a rehabilitating pipe having a shape other than a circular shape.

図1には、更生管用セグメント1(以下、単にセグメントという)の構造が図示されている。セグメント1は、更生管の内周面を構成する内面板101と、該内面板101の周方向に延びる両側に垂直に立設された同形状の側板102、103と、内面板101の管長方向に延びる両端に垂直に立設された同形状の端板104、105、並びに等間隔に複数立設された同形状の内部板106、107とからなるプラスチックでできた一体成形のブロック状の部材である。 FIG. 1 shows the structure of a rehabilitating pipe segment 1 (hereinafter simply referred to as segment). Segment 1 comprises an inner plate 101 forming the inner peripheral surface of the rehabilitated pipe, side plates 102 and 103 of the same shape erected vertically on both sides extending in the circumferential direction of the inner plate 101, and the inner plate 101 in the pipe length direction. An integrally molded block-shaped member made of plastic, consisting of end plates 104 and 105 of the same shape erected vertically at both ends extending to the same direction and a plurality of inner plates 106 and 107 of the same shape erected at equal intervals. is.

セグメント1は、本実施例では、円周を複数等分する所定角度、例えば6等分する60度の円弧状に湾曲した形状となっている。ただし、セグメントは円弧形ないし扇形に限定されず、既設管の断面形状、あるいはその大きさ、あるいは既設管の補修箇所に応じて、直方体あるいは直角に丸みを付けて折り曲げた形等にすることもできる。 In this embodiment, the segment 1 has a shape curved in a predetermined angle that divides the circumference into a plurality of equal parts, for example, a 60-degree arc that divides the circumference into six equal parts. However, the segments are not limited to arc-shaped or fan-shaped, but may be a rectangular parallelepiped or a shape that is rounded and bent at right angles according to the cross-sectional shape or size of the existing pipe, or the repair location of the existing pipe. can also

側板102、103、内部板106には、セグメント1を管長方向に連結するためにボルトとして構成された連結部材11及びナット12(図3)を通すための円形の挿通穴102a、103a、106aが周方向に等間隔に複数形成される。内部板107にも、連結部材11が挿入できる切り欠き107aが等間隔に複数形成される。 The side plates 102, 103 and the inner plate 106 are provided with circular insertion holes 102a, 103a, 106a for passing connecting members 11 and nuts 12 (FIG. 3) configured as bolts for connecting the segments 1 in the pipe length direction. A plurality of them are formed at equal intervals in the circumferential direction. The internal plate 107 is also formed with a plurality of cutouts 107a into which the connecting members 11 can be inserted at regular intervals.

端板104、105には、セグメント1を周方向に連結するボルト等の連結部材を通すための円形の挿通穴104a、105aが複数形成される。セグメントはその端板105と他のセグメントの端板104を当接させ、ボルト6とナット7を側板102と103に形成された作業穴102b、103bを介して挿入し、ボルト6、ナット7を螺合させることにより周方向に連結させることができる(図3)。 The end plates 104 and 105 are formed with a plurality of circular insertion holes 104a and 105a through which connecting members such as bolts connecting the segments 1 in the circumferential direction are passed. The end plate 105 of the segment is brought into contact with the end plate 104 of another segment, the bolt 6 and nut 7 are inserted through the work holes 102b and 103b formed in the side plates 102 and 103, and the bolt 6 and nut 7 are inserted. They can be connected in the circumferential direction by screwing them together (Fig. 3).

また、側板102、103と内部板106の上縁に、後述する充填材を通過させるための切り欠き102c、103c、106bが複数形成され、内部板106に形成した切り欠き106bの周方向の位置は、側板102、103に形成した切り欠き102c、103cの周方向の位置と異なっている。 In addition, a plurality of notches 102c, 103c, and 106b are formed in the upper edges of the side plates 102 and 103 and the internal plate 106 to allow passage of a filling material, which will be described later. are different from the positions of the notches 102c and 103c formed in the side plates 102 and 103 in the circumferential direction.

セグメントを順次周方向に一周分連結させると、図2に示すようなリング状の管ユニット10を組み立てることができる。管ユニット10は、円管を管長方向Xに垂直に所定幅Dで輪切りに切断したときに得られる形状となっており、その外径が更生すべき既設管の内径より少し小さな値となっている。セグメントは、この管ユニット10を、径方向Rに沿った切断面で周方向Cに複数個に分割(好ましくは等分)したときに得られる部材に相当する。 A ring-shaped pipe unit 10 as shown in FIG. 2 can be assembled by sequentially connecting the segments for one turn in the circumferential direction. The pipe unit 10 has a shape obtained by cutting a circular pipe into round slices of a predetermined width D perpendicular to the pipe length direction X, and its outer diameter is slightly smaller than the inner diameter of the existing pipe to be rehabilitated. there is A segment corresponds to a member obtained by dividing (preferably equally dividing) the pipe unit 10 into a plurality of pieces in the circumferential direction C along a cutting surface along the radial direction R.

なお、図2では、セグメント1の主要な構造部材である内面板101、側板102、103、端板104、105が図示されていて、内部板106、107等の補強構造は、煩雑さを避けるために、図示が省略されている。 2, the inner plate 101, the side plates 102 and 103, and the end plates 104 and 105, which are the main structural members of the segment 1, are illustrated. Therefore, illustration is omitted.

このような管ユニット10の各セグメントには、図3に示したように、ボルト13を用いてナット12が複数固定される。例えば、セグメント1bにセグメント1aを管長方向に連結する場合、一端にナット12と螺合するネジ部11aが形成され、他端につば14aを有する頭部14が固定された連結部材11が用いられる。両セグメント1a,1bの側板103、102を突き合わせ、連結部材11を、セグメント1aの側板102の挿通穴102a、内部板106の挿通穴106a、内部板107の切り欠き107aに通し、ネジ部11aをセグメント1bに固定されているナット12にねじ込むと、連結部材11とナット12が連結される。頭部14のつば14aがセグメント1aの最左端の内部板106に圧接するまで連結部材11をナット12にねじ込むと、両セグメント1a、1bがボルト締めされ管長方向に連結される。 A plurality of nuts 12 are fixed to each segment of the tube unit 10 using bolts 13, as shown in FIG. For example, when connecting the segment 1a to the segment 1b in the pipe length direction, the connecting member 11 is used, which has a threaded portion 11a formed at one end thereof to be screwed with the nut 12, and a head portion 14 having a collar 14a at the other end. . The side plates 103 and 102 of both segments 1a and 1b are butted against each other, the connecting member 11 is passed through the insertion hole 102a of the side plate 102 of the segment 1a, the insertion hole 106a of the internal plate 106, and the notch 107a of the internal plate 107, and the screw portion 11a is inserted. When the nut 12 fixed to the segment 1b is screwed, the connecting member 11 and the nut 12 are connected. When the connecting member 11 is screwed into the nut 12 until the collar 14a of the head portion 14 presses against the inner plate 106 at the leftmost end of the segment 1a, both segments 1a and 1b are bolted and connected in the pipe length direction.

このように構成されたセグメント1を用いて既設管を更生するために、まず、図4に示すように、マンホール20を介して既設管21内にセグメント1を搬入し、セグメントを周方向に順次連結して管ユニット10を組み立てる。続いて、管ユニット10を、図3に示す方法で、連結部材11とナット12を用いて順次管長方向に連結し、既設管21内に更生管40を敷設する。既設管21と更生管40間には、グラウトなどの充填材30が注入される。 In order to rehabilitate an existing pipe using the segment 1 configured as described above, first, as shown in FIG. The pipe unit 10 is assembled by connecting. Subsequently, the pipe units 10 are sequentially connected in the pipe length direction using the connecting members 11 and the nuts 12 by the method shown in FIG. A filler 30 such as grout is injected between the existing pipe 21 and the rehabilitation pipe 40 .

管更生工事において、更生管40が既設管21内に敷設された後、図5に示したように、セグメント1に注入孔41aが穿孔され、この注入孔41aを介して注入ホース41を用いて充填材30が更生管40と既設管21間の隙間に注入される。このとき、充填材30が更生管40と既設管21の間に全周に渡って所定の層厚で注入されるように、更生管40と既設管21間にスペーサー50、70が間隔を隔てて配置される。 In the pipe rehabilitation work, after the rehabilitation pipe 40 is laid in the existing pipe 21, as shown in FIG. A filler 30 is injected into the gap between the rehabilitation pipe 40 and the existing pipe 21 . At this time, spacers 50 and 70 are provided between the rehabilitation pipe 40 and the existing pipe 21 so that the filler 30 is injected with a predetermined layer thickness over the entire circumference between the rehabilitation pipe 40 and the existing pipe 21. are placed.

スペーサー50は、更生管40の上方部に配置されるもので、図6aに上面側を示す第1のくさび状部材51と、図6bに下面側を示す第2のくさび状部材52を上下に重ねて構成される。なお、スペーサー50の厚さが不足である場合には、スペーサー50全体の厚さを増すために、図7に示したかさ上げ部材53が用いられる。 The spacer 50 is arranged in the upper part of the rehabilitation pipe 40. A first wedge-shaped member 51 whose upper surface side is shown in FIG. 6a and a second wedge-shaped member 52 whose lower surface side is shown in FIG. configured in layers. If the thickness of the spacer 50 is insufficient, a raising member 53 shown in FIG. 7 is used to increase the thickness of the spacer 50 as a whole.

スペーサー50の第1のくさび状部材51には、中央部に溝51aが形成され、その底部には多数の係止歯51bが傾斜面に沿って所定ピッチで形成される。また、溝51aと両側の側壁51d、51e間には、充填材30を通過させるための長穴51cが複数形成され、挿入手前側には、突起51gが形成される。 The first wedge-shaped member 51 of the spacer 50 has a groove 51a formed in the center thereof, and a large number of engaging teeth 51b formed at a predetermined pitch along the inclined surface at the bottom thereof. A plurality of elongated holes 51c for passing the filler 30 are formed between the groove 51a and the side walls 51d and 51e on both sides, and a protrusion 51g is formed on the insertion front side.

スペーサー50の第2のくさび状部材52には、第1のくさび状部材51の傾斜角度と同角度で傾斜した傾斜面を有し、溝51aと嵌合する凸部52aとそれに続く弾性変形片52gが形成される。弾性変形片52gの下面には複数(例えば2個)の係止歯52bが係止歯51bのピッチの整数倍のピッチで形成されている。係止歯51bと52bは、それぞれ傾斜面と垂直面を有する鋸歯状であり、垂直面が係合すると、一方向のみにしか移動できない歯面となっている。また、凸部52aと両側の側壁52d、52e間には、第1くさび状部材51の長穴51cと位置が合う長穴52cが形成される。 The second wedge-shaped member 52 of the spacer 50 has an inclined surface inclined at the same angle as the inclination angle of the first wedge-shaped member 51, and has a convex portion 52a that fits into the groove 51a and an elastic deformation piece following the convex portion 52a. 52 g are formed. A plurality of (for example, two) locking teeth 52b are formed on the lower surface of the elastically deformable piece 52g at a pitch that is an integral multiple of the pitch of the locking teeth 51b. The locking teeth 51b and 52b each have a sawtooth shape with an inclined surface and a vertical surface, and when the vertical surfaces are engaged, the tooth surfaces are movable in only one direction. A long hole 52c aligned with the long hole 51c of the first wedge-shaped member 51 is formed between the protrusion 52a and the side walls 52d and 52e on both sides.

第1のくさび状部材51は、挿入方向の奥側が高くなるように所定角度(約10°)で傾斜し、第2のくさび状部材52は、第1のくさび状部材51の傾斜角度と同角度で傾斜した逆くさび形状となっているので、同角度で互いに傾斜した第1のくさび状部材の溝51aに第2のくさび状部材52の凸部52aを嵌合させて重ねると、図7に示したように、係止歯51b、52bは互いに係合し、第1のくさび状部材51の下面51fと第2のくさび状部材の上面52fは平行になる。 The first wedge-shaped member 51 is inclined at a predetermined angle (approximately 10°) so that the far side in the insertion direction is higher. Since it has an inverted wedge shape inclined at an angle, when the protrusion 52a of the second wedge-shaped member 52 is fitted into the groove 51a of the first wedge-shaped member inclined at the same angle and overlapped, the structure shown in FIG. , the locking teeth 51b, 52b are engaged with each other so that the lower surface 51f of the first wedge-shaped member 51 and the upper surface 52f of the second wedge-shaped member are parallel.

図7において、第2のくさび状部材52をA方向に押すと、係止歯51b,52bは傾斜面が係合してA方向には移動するが、逆方向には垂直面が係合して移動が阻止される。それにより、第2のくさび状部材52をA方向に押すことにより、スペーサー50全体の厚さHを、第1と第2のくさび状部材51、52の傾斜角度に応じた小さなピッチで段階的に増大させることができる。また、弾性変形片52gは弾性変形するので、それを持ち上げると、係止歯51bと52bの係合がはずれるので、第2のくさび状部材52をA方向とは逆方向に移動させ、スペーサー50の厚さを減少させることができる。なお、第1のくさび状部材51は、図2に示したように、管ユニット10を組み立てる前、あるいは管ユニット10を組み立てた後に、下記に述べるスペーサー保持部材60を用いてセグメントに取り付けるようにしておく。 In FIG. 7, when the second wedge-shaped member 52 is pushed in the direction A, the locking teeth 51b and 52b engage with the inclined surfaces and move in the direction A, but in the opposite direction the vertical surfaces engage. movement is blocked. As a result, by pushing the second wedge-shaped member 52 in the direction A, the thickness H of the entire spacer 50 is changed stepwise at small pitches according to the inclination angles of the first and second wedge-shaped members 51 and 52. can be increased to Since the elastically deformable piece 52g is elastically deformed, when it is lifted, the locking teeth 51b and 52b are disengaged. thickness can be reduced. As shown in FIG. 2, the first wedge-shaped member 51 is attached to the segment using a spacer holding member 60, which will be described below, before or after assembling the tube unit 10. Keep

スペーサー50の第1のくさび状部材51を保持するスペーサー保持部材60は、図8、図9a、図9bに示したように、管長方向(前後方向)に平面60a、60bを有し、その下方で中央部に幅t1の溝60cが周方向(左右方向)全長に渡って形成される。溝60cの幅t1は、セグメント1の側板102、103、内部板106、107の各板厚と同じ値に設定される。このような設定により、図8に図示したように、スペーサー保持部材60の溝60cに、例えば内部板107を圧入することによりスペーサー保持部材60を内部板107に固定することができる。 As shown in FIGS. 8, 9a and 9b, the spacer holding member 60 for holding the first wedge-shaped member 51 of the spacer 50 has planes 60a and 60b in the tube length direction (front-to-rear direction). A groove 60c having a width t1 is formed in the central portion over the entire length in the circumferential direction (horizontal direction). The width t1 of the groove 60c is set to the same value as the plate thicknesses of the side plates 102, 103 and the internal plates 106, 107 of the segment 1. As shown in FIG. With such a setting, the spacer holding member 60 can be fixed to the internal plate 107 by pressing the internal plate 107 into the groove 60c of the spacer holding member 60, as shown in FIG.

また、スペーサー保持部材60の左右方向の両端部には、幅t2の溝60d、60eが形成される。溝60d、60eの幅t2は、第1のくさび状部材51の側壁51d、51eの壁厚と同じ値に設定され、スペーサー保持部材60の溝60d、60eの外側面間の距離t3は、第1と第2のくさび状部材51、52の横幅に等しく設定される。このような設定により、第1のくさび状部材51をスペーサー保持部材60の溝60d、60e内に圧入することにより第1のくさび状部材51をスペーサー保持部材60に固定して保持することができる。 Grooves 60d and 60e having a width t2 are formed at both ends of the spacer holding member 60 in the left-right direction. The width t2 of the grooves 60d, 60e is set to the same value as the wall thickness of the side walls 51d, 51e of the first wedge-shaped member 51, and the distance t3 between the outer surfaces of the grooves 60d, 60e of the spacer holding member 60 is the first 1 and the width of the second wedge-shaped members 51 and 52. With such a setting, the first wedge-shaped member 51 can be fixed and held in the spacer holding member 60 by press-fitting the first wedge-shaped member 51 into the grooves 60d and 60e of the spacer holding member 60. .

上述したスペーサー50、スペーサー保持部材60は、更生管40の上方部から中央部にかけて用いられるもので、更生管40の下方部、特に底部あるいは底部近傍には、図10a、図10bに示したようなスペーサー70と図12a、図12bに示したようなスペーサー保持部材80が用いられる。 The spacer 50 and the spacer holding member 60 described above are used from the upper portion to the central portion of the rehabilitating pipe 40, and the lower portion of the rehabilitating pipe 40, particularly the bottom or near the bottom, as shown in FIGS. 10a and 10b. A spacer 70 and a spacer retaining member 80 as shown in FIGS. 12a and 12b are used.

スペーサー70は、図10aに上面側を示す第1のくさび状部材71と、図10bに下面側を示す第2のくさび状部材72を上下に重ねて構成される。第1のくさび状部材71には、中央部に溝71aが形成され、その底部には多数の係止歯71bが所定の角度で傾斜した傾斜面に所定ピッチで形成される。また、溝71aと両側の側壁71d、71e間には、充填材30を通過させるための長穴71cが複数形成され、挿入方向(管長方向)手前側には、セグメント1の側板102と当接して第1のくさび状部材71の挿入方向への移動を制限する突起71gが形成される。また、側壁71d、71eの外側壁面には、周方向(左右方向)に突出する凸部71h、71iが長さ方向(管長方向)全域に渡って形成される。 The spacer 70 is configured by vertically stacking a first wedge-shaped member 71 whose top side is shown in FIG. 10a and a second wedge-shaped member 72 whose bottom side is shown in FIG. 10b. A groove 71a is formed in the center of the first wedge-shaped member 71, and a large number of locking teeth 71b are formed at a predetermined pitch on a sloped surface inclined at a predetermined angle at the bottom of the groove 71a. Between the groove 71a and the side walls 71d and 71e on both sides, a plurality of elongated holes 71c for passing the filler 30 are formed. A protrusion 71g is formed to limit the movement of the first wedge-shaped member 71 in the insertion direction. In addition, on the outer wall surfaces of the side walls 71d and 71e, convex portions 71h and 71i projecting in the circumferential direction (lateral direction) are formed over the entire length direction (pipe length direction).

スペーサー70の第2のくさび状部材72には、第1のくさび状部材71の溝71aと嵌合する凸部72aが設けられ、凸部72aの傾斜面には、係止歯72bが第1のくさび状部材71の係止歯71bのピッチの整数倍のピッチで形成される。係止歯71bと72bは、それぞれ傾斜面と垂直面を有する鋸歯状であり、垂直面が係合すると、一方向のみにしか移動できない歯面となっている。また、凸部72aと両側の側壁72d、72e間には、充填材30を通過させるための長穴72cが複数形成される。 The second wedge-shaped member 72 of the spacer 70 is provided with a convex portion 72a that fits into the groove 71a of the first wedge-shaped member 71. The inclined surface of the convex portion 72a has locking teeth 72b. The pitch is an integral multiple of the pitch of the locking teeth 71b of the wedge-shaped member 71. As shown in FIG. The locking teeth 71b and 72b each have a sawtooth shape with an inclined surface and a vertical surface, and when the vertical surfaces are engaged, the tooth surfaces are movable in only one direction. A plurality of elongated holes 72c for allowing the filler 30 to pass are formed between the protrusion 72a and the side walls 72d and 72e on both sides.

第1のくさび状部材71は、挿入方向の奥側が高くなるように所定角度(約2~5°)で傾斜し、第2のくさび状部材72は、第1のくさび状部材71の傾斜角度と同角度で傾斜した逆くさび形状となっているので、第1のくさび状部材71の溝71aと第2のくさび状部材72の凸部72aを嵌合させて第1と第2のくさび状部材71、72を重ね合わせると、図11に示したように、同角度で傾斜した溝71aと凸部72aに形成された係止歯71b、72bは互いに係合し、第1のくさび状部材71の下面71fと第2のくさび状部材72の上面72fは平行になる。なお、スペーサー70の第1と第2のくさび状部材71と72の周方向に沿った幅は、それぞれスペーサー50の第1と第2のくさび状部材51、52の幅t3と同じ幅になっている。 The first wedge-shaped member 71 is inclined at a predetermined angle (approximately 2 to 5°) so that the depth side in the insertion direction is higher. , the groove 71a of the first wedge-shaped member 71 and the protrusion 72a of the second wedge-shaped member 72 are fitted to form the first and second wedge-shaped members. When the members 71 and 72 are superimposed, as shown in FIG. 11, the groove 71a inclined at the same angle and the locking teeth 71b and 72b formed on the projection 72a are engaged with each other to form the first wedge-shaped member. The lower surface 71f of 71 and the upper surface 72f of the second wedge-shaped member 72 are parallel. The circumferential widths of the first and second wedge-shaped members 71 and 72 of the spacer 70 are the same as the width t3 of the first and second wedge-shaped members 51 and 52 of the spacer 50, respectively. ing.

スペーサー70は、実際には、更生管の下方部に配置されるので、例えば、底部に配置されると、第1のくさび状部材71は、図16、図17に図示したように、第2のくさび状部材72の上側に配置されるが、スペーサー50と対比するために、図11では、第1のくさび状部材71が第2のくさび状部材72の下側に図示されている。同様に、後述する第1のくさび状部材71を保持するスペーサー保持部材80も、図12a、図12b、図13~図15では、実際に配置される姿勢と上下が逆にして図示されている。 Spacer 70 is actually located at the lower portion of the rehabilitation pipe, so that, for example, when located at the bottom, first wedge-shaped member 71 is positioned at the second, as shown in FIGS. The first wedge member 71 is shown below the second wedge member 72 in FIG. Similarly, in FIGS. 12a, 12b, and 13 to 15, a spacer holding member 80 for holding a first wedge-shaped member 71, which will be described later, is shown upside down from its actual position. .

図11において、第2のくさび状部材72をA方向に押すと、係止歯71b,72bは傾斜面が係合してA方向には移動するが、逆方向には垂直面が係合して移動が阻止される。それにより、第2のくさび状部材72をA方向に押すことにより、スペーサー70全体の厚さhを、第1と第2のくさび状部材71、72の傾斜角度に応じた小さなピッチで段階的に増大させることができる。なお、第1のくさび状部材71は、スペーサー50の第1のくさび状部材51と同様に、管ユニット10を組み立てる前、あるいは管ユニット10を組み立てた後に、スペーサー保持部材80を用いてセグメントに取り付けるようにしておく。 In FIG. 11, when the second wedge-shaped member 72 is pushed in the direction A, the locking teeth 71b and 72b engage with the inclined surfaces and move in the direction A, but in the opposite direction the vertical surfaces engage. movement is blocked. As a result, by pushing the second wedge-shaped member 72 in the direction A, the thickness h of the entire spacer 70 is changed stepwise at small pitches according to the inclination angles of the first and second wedge-shaped members 71 and 72. can be increased to It should be noted that the first wedge-shaped member 71, like the first wedge-shaped member 51 of the spacer 50, is attached to the segment using the spacer holding member 80 before or after the tube unit 10 is assembled. keep it installed.

スペーサー70の第1のくさび状部材71を保持するスペーサー保持部材80は、図12a、図12bに示したように、管長方向(前後方向)に平面80a、80bを有し、その下方で中央部に幅t1の溝80cが周方向(左右方向)全長に渡って形成される。溝80cの幅t1は、スペーサー保持部材60の溝60cと同様に、セグメント1の側板102、103、内部板106、107の各板厚と同じ値に設定される。このような設定により、図13に図示したように、スペーサー保持部材80の溝80cに、例えば内部板107を圧入することによりスペーサー保持部材80を内部板107に固定することができる。 As shown in FIGS. 12a and 12b, the spacer holding member 80 for holding the first wedge-shaped member 71 of the spacer 70 has planes 80a and 80b in the pipe length direction (front-to-rear direction). A groove 80c having a width t1 is formed along the entire length in the circumferential direction (horizontal direction). The width t1 of the groove 80c is set to the same value as the plate thicknesses of the side plates 102 and 103 and the inner plates 106 and 107 of the segment 1, similarly to the groove 60c of the spacer holding member 60. FIG. With such a setting, the spacer holding member 80 can be fixed to the internal plate 107 by pressing the internal plate 107 into the groove 80c of the spacer holding member 80, as shown in FIG.

また、スペーサー保持部材80の周方向(左右方向)の両側部には、外壁80f、80gが形成され、その内側には、内壁80h、80iが設けられ、各外壁と内壁間に、スペーサー70の第1のくさび状部材71の側壁71d、71eと嵌合し、第1のくさび状部材71を挿入方向にスライドさせるガイド溝80j、80kが形成される。また、ガイド溝80j、80kの外側溝面(外壁80f、80gの内側面)には、突起80d、80eが形成され、ガイド溝80jの底面80mと突起80dによりガイド溝80jの右側方ガイド溝面には、第1のくさび状部材71の凸部71hと凹凸嵌合する凹部80pが形成される。また、ガイド溝80kの底面80nと突起80eによりガイド溝80kの左側方ガイド溝面には、第1のくさび状部材71の凸部71iと凹凸嵌合する凹部80qが形成される。 In addition, outer walls 80f and 80g are formed on both sides of the spacer holding member 80 in the circumferential direction (horizontal direction), and inner walls 80h and 80i are provided inside the outer walls 80f and 80g. Guide grooves 80j and 80k are formed to fit the side walls 71d and 71e of the first wedge-shaped member 71 and slide the first wedge-shaped member 71 in the insertion direction. In addition, protrusions 80d and 80e are formed on the outer groove surfaces of the guide grooves 80j and 80k (inner side surfaces of the outer walls 80f and 80g), and the right side guide groove surface of the guide groove 80j is formed by the bottom surface 80m of the guide groove 80j and the protrusion 80d. A concave portion 80p is formed in the first wedge-shaped member 71 so as to engage with the convex portion 71h. A concave portion 80q is formed on the left side guide groove surface of the guide groove 80k by the bottom surface 80n of the guide groove 80k and the projection 80e.

ガイド溝80j、80kの周方向の幅w1は、図15に示したように、スペーサー70の第1のくさび状部材71の側壁71d、71eの壁厚w3と側壁71d、71eに形成された凸部71h、71iの突出量w2を加算した値(w2+w3)より僅かに大きくなっている。このような設定により、第1のくさび状部材71の側壁71d、71eをスペーサー保持部材80のガイド溝80j、80kに嵌合させて第1のくさび状部材71をガイド溝80j、80kに沿って管長方向に前後にスライドさせることができる。 As shown in FIG. 15, the width w1 of the guide grooves 80j and 80k in the circumferential direction is determined by the wall thickness w3 of the side walls 71d and 71e of the first wedge-shaped member 71 of the spacer 70 and the protrusions formed on the side walls 71d and 71e. It is slightly larger than the value (w2+w3) obtained by adding the projection amount w2 of the portions 71h and 71i. With this setting, the side walls 71d and 71e of the first wedge-shaped member 71 are fitted into the guide grooves 80j and 80k of the spacer holding member 80, and the first wedge-shaped member 71 is moved along the guide grooves 80j and 80k. It can be slid back and forth in the pipe length direction.

また、第1のくさび状部材71は、その凸部71h、71iがスペーサー保持部材80の凹部80p、80qに嵌合するように、保持部材80に嵌合されるので、その凹凸嵌合により第1のくさび状部材71は、図15で上下方向、つまり管長方向Xと周方向Cに直交する方向Yへの移動が制限される。従って、第1のくさび状部材71が図15で上下を逆にして保持されても、第1のくさび状部材71がスペーサー保持部材80から自重で下方に落下するのが防止される。 Further, the first wedge-shaped member 71 is fitted to the holding member 80 so that the projections 71h and 71i of the first wedge-shaped member 71 are fitted into the recesses 80p and 80q of the spacer holding member 80. 15, the wedge-shaped member 71 is limited in movement in the vertical direction, that is, in the direction Y perpendicular to the pipe length direction X and the circumferential direction C. As shown in FIG. Therefore, even if the first wedge-shaped member 71 is held upside down in FIG.

このような構成で、更生管と既設管の間に全周に渡って隙間が発生するように、スペーサーを複数位置に挿入し、更生管を既設管内に構築する工程を説明する。 With such a configuration, a process of inserting spacers at a plurality of positions so as to generate a gap along the entire circumference between the rehabilitating pipe and the existing pipe to construct the rehabilitating pipe in the existing pipe will be described.

管ユニット10を管長方向に連結して更生管40の管長方向の長さが、例えば、約0.6mになるごとに、図5に示したように、スペーサー50、70を既設管21と更生管40の間に挿入する。 The spacers 50 and 70 are rehabilitated with the existing pipe 21 as shown in FIG. Insert between tubes 40 .

本実施例では、スペーサーは、更生管と既設管の間に全周に渡って隙間が発生するように、複数位置に挿入される。そのために、更生管40の上方部から中央部にかけてはスペーサー50が、また更生管40の底部あるいは底部近傍の下方部では、スペーサー70が用いられる。管ユニット10を組み立てる前、あるいは管ユニット10を組み立てた後に、スペーサー挿入位置の、例えばセグメントの内部板107に、スペーサー保持部材60あるいは80を固定し、そこにスペーサー50の第1のくさび状部材51あるいはスペーサー70の第1のくさび状部材71を保持するようにする。 In this embodiment, the spacers are inserted at a plurality of positions so that gaps are generated along the entire circumference between the rehabilitating pipe and the existing pipe. Therefore, a spacer 50 is used from the upper portion to the central portion of the rehabilitating pipe 40, and a spacer 70 is used at the bottom portion or near the bottom portion of the rehabilitating pipe 40. As shown in FIG. Before assembling the tube unit 10 or after assembling the tube unit 10, the spacer holding member 60 or 80 is fixed to the inner plate 107 of the segment at the spacer insertion position, and the first wedge-shaped member of the spacer 50 is fixed there. 51 or spacer 70 to hold the first wedge-shaped member 71 .

まず、更生管40の底部を既設管21から持ち上げるために、最初のスペーサーは、更生管の底部に挿入される。更生管の底部に挿入されるスペーサー70の第1のくさび状部材71は、図16の最上段に図示したように、スペーサーが挿入される更生管40のセグメント1から外部にはみ出るように、スペーサー保持部材80に保持しておく。このように保持しておくことにより、セグメント1からはみ出た第1のくさび状部材71を目印にして、第1のくさび状部材71が更生管40の底部にくるように、更生管40を既設管21内に設置することが容易になる。 First, to lift the bottom of the rehabilitation pipe 40 from the existing pipe 21, a first spacer is inserted into the bottom of the rehabilitation pipe. The first wedge-shaped member 71 of the spacer 70 inserted into the bottom of the rehabilitation pipe is inserted into the rehabilitation pipe 40 so that the first wedge-shaped member 71 protrudes outside from the segment 1 of the rehabilitation pipe 40 into which the spacer is inserted, as shown in the uppermost part of FIG. It is held by the holding member 80 . By holding in this way, the existing rehabilitation pipe 40 is installed so that the first wedge-shaped member 71 protruding from the segment 1 is used as a mark and the first wedge-shaped member 71 is at the bottom of the rehabilitation pipe 40. Installation within the pipe 21 is facilitated.

このように第1のくさび状部材71を、セグメント1の外部からはみ出るように保持しても、第1のくさび状部材71は管長方向にスライドでき、図16の最下段に示したように、最終的にセグメント1の側板102に当接するまで、移動させることができるので、挿入した第1のくさび状部材71が次に連結されるセグメントに衝突することがない。 Even if the first wedge-shaped member 71 is held so as to protrude from the outside of the segment 1 in this way, the first wedge-shaped member 71 can slide in the pipe length direction, and as shown in the bottom row of FIG. Since it can be moved until it finally abuts on the side plate 102 of the segment 1, the inserted first wedge-shaped member 71 does not collide with the next connected segment.

また、図16の1段目に図示したように、第1のくさび状部材71を更生管40の底部にくるように移動させても、第1のくさび状部材71の側壁の凸部71h、71iとスペーサー保持部材80のガイド溝の凹部80p、80qの凹凸嵌合により、第1のくさび状部材71が管長方向Xと周方向Cに直交する方向Y(図で上下方向)に移動するのが制限されるので、第1のくさび状部材がセグメント1から落下するのが防止される(図15並びに図16の1段目の円形仮想線内の断面図を参照)。 16, even if the first wedge-shaped member 71 is moved to the bottom of the rehabilitating pipe 40, the protrusion 71h of the side wall of the first wedge-shaped member 71, 71i and the grooves 80p and 80q of the guide grooves of the spacer holding member 80 are engaged with each other to move the first wedge-shaped member 71 in a direction Y (vertical direction in the drawing) orthogonal to the pipe length direction X and the circumferential direction C. is restricted, the first wedge-shaped member is prevented from falling off the segment 1 (see the cross-sectional views within the circular phantom lines in the first row of FIGS. 15 and 16).

続いて、図16の2段目に図示されているように、第2のくさび状部材72を、その傾斜面を第1のくさび状部材71の傾斜面に合わせて第1のくさび状部材71と既設管21の隙間に、バール、ゴムハンマー等を用いて押し込み、図16の3段目に図示したように、第2のくさび状部材72を、第1と第2のくさび状部材71、72を重ね合わせたスペーサー70全体の厚みが所望の厚みh1になるまで、矢印A方向にスライドさせる。 Subsequently, as shown in the second row of FIG. 16, the second wedge-shaped member 72 is aligned with the inclined surface of the first wedge-shaped member 71 so that the first wedge-shaped member 71 and the existing pipe 21, using a crowbar, a rubber hammer, etc., and pushing the second wedge-shaped member 72 between the first and second wedge-shaped members 71, The spacer 70 is slid in the direction of arrow A until the entire thickness of the spacer 70 with the 72 superimposed thereon reaches the desired thickness h1.

続いて、図16の最下段、図17に示したように、バール、ゴムハンマー等を用いて第1のくさび状部材71をB方向に、第2のくさび状部材72をA方向に同時に移動させる。この移動は、第1のくさび状部材71の突起71gがセグメント1の側板102に形成された凹部102d(図1には、不図示)内に当接するまで行われる。突起71gは、セグメント1の側板102に形成された凹部102dに当接することから第1のくさび状部材71が、それ以上管長方向に移動するのが制限される。また突起71gは次に連結されるセグメントの側板103の凹部103dに入るので、次に連結されるセグメントと衝突することが防止される。なお、第1と第2のくさび状部材71、72の管長方向の長さLは、セグメント1の管長方向長さDより長く設定される。従って、スペーサー70が管長方向にセグメントの底部全体に延びてセグメントを支持するので、更生管の変形を防止することができる。 Subsequently, as shown in the bottom row of FIG. 16 and FIG. 17, the first wedge-shaped member 71 is simultaneously moved in the B direction and the second wedge-shaped member 72 is moved in the A direction using a crowbar, a rubber hammer, or the like. Let This movement is performed until the projection 71g of the first wedge-shaped member 71 abuts within the recess 102d (not shown in FIG. 1) formed in the side plate 102 of the segment 1. As shown in FIG. Since the protrusion 71g abuts on the recess 102d formed in the side plate 102 of the segment 1, further movement of the first wedge-shaped member 71 in the pipe length direction is restricted. Also, since the projection 71g enters the recess 103d of the side plate 103 of the segment to be connected next, it is prevented from colliding with the segment to be connected next. The length L of the first and second wedge-shaped members 71 and 72 in the pipe length direction is set longer than the length D of the segment 1 in the pipe length direction. Therefore, since the spacer 70 extends in the pipe length direction over the entire bottom portion of the segment and supports the segment, deformation of the rehabilitating pipe can be prevented.

このようにして、更生管40の底部にスペーサー70を挿入したので、図5に示したように、更生管40の底部近傍にも、スペーサー70を、底部に挿入したのと同様な方法で、挿入する。その場合、既設管21との隙間は、上部ほど大きくなるので、第2のくさび状部材72は、図16の最下段に図示したより更に内部に移動される。 Since the spacer 70 is inserted into the bottom of the rehabilitating pipe 40 in this way, as shown in FIG. insert. In that case, since the gap with the existing pipe 21 increases toward the top, the second wedge-shaped member 72 is moved further inside than shown in the bottom of FIG. 16 .

続いて、図5に示したように、更生管40の中央部付近から上方部には、スペーサー50を更生管40と既設管21の間の隙間に周方向に間隔を隔てて挿入し、その厚さを調節する。 Subsequently, as shown in FIG. 5, spacers 50 are inserted in the gap between the rehabilitation pipe 40 and the existing pipe 21 from the vicinity of the central portion to the upper portion of the rehabilitation pipe 40 at intervals in the circumferential direction. Adjust thickness.

更生管の上方部に挿入されるスペーサー50は、第2のくさび状部材52を第1のくさび状部材51に重ね合わせても、落下する恐れが少ないので、第1と第2のくさび状部材51、52を重ね合わせて、第1のくさび状部材51をスペーサー保持部材60に保持するようにしておく。 Even if the second wedge-shaped member 52 is superimposed on the first wedge-shaped member 51, the spacer 50 inserted in the upper part of the rehabilitating pipe is less likely to fall off. 51 and 52 are overlapped so that the first wedge-shaped member 51 is held by the spacer holding member 60 .

スペーサー50の第2のくさび状部材52を、図7に示したように、挿入方向に押すことによりスペーサー50全体の厚みを調節する。図17には、更生管の最上部に挿入されるスペーサー50が、底部に挿入されたスペーサー70とともに図示されている。 The thickness of the entire spacer 50 is adjusted by pushing the second wedge-shaped member 52 of the spacer 50 in the insertion direction as shown in FIG. FIG. 17 shows a spacer 50 inserted at the top of the rehabilitation pipe with a spacer 70 inserted at the bottom.

スペーサー50の第2のくさび状部材52には、弾性変形片52gが設けられているので、それを持ち上げることにより、係止歯の係合を外し第2のくさび状部材52を挿入方向と逆方向に移動させ、スペーサー50の厚さを減少させることができる。従って、スペーサー50の厚みを増減させることにより、更生管と既設管の間に全周に渡って更生管と既設管の間の隙間に応じた厚さで複数のスペーサーを所定間隔隔てて配置することができる。 The second wedge-shaped member 52 of the spacer 50 is provided with an elastic deformation piece 52g. direction to reduce the thickness of the spacer 50 . Therefore, by increasing or decreasing the thickness of the spacer 50, a plurality of spacers are arranged at predetermined intervals along the entire circumference between the rehabilitated pipe and the existing pipe with a thickness corresponding to the gap between the rehabilitated pipe and the existing pipe. be able to.

更生管40が所望の長さ(例えば約5m)まで組みたてられると、図5に示したように、更生管40の一端のセグメント1に注入孔41aが穿孔され、この注入孔41aを介して注入ホース41を用いて充填材30が更生管40と既設管21間の隙間に注入される。更に、更生管40を延伸させる場合には、上述したように、更生管40が約0.6m組み立てられる毎に、スペーサー50、70を既設管21と更生管40の間に挿入し、約5m組み立てられたら、充填材30を注入する工程を繰り返す。 When the rehabilitation pipe 40 is assembled to a desired length (for example, about 5 m), as shown in FIG. Then, the filling material 30 is injected into the gap between the rehabilitation pipe 40 and the existing pipe 21 using the injection hose 41 . Furthermore, when extending the rehabilitation pipe 40, as described above, the spacers 50 and 70 are inserted between the existing pipe 21 and the rehabilitation pipe 40 each time the rehabilitation pipe 40 is assembled by about 0.6 m, and the spacers 50 and 70 are extended by about 5 m. Once assembled, the process of injecting filler material 30 is repeated.

充填材30は、側板102、103と内部板106、107に形成された挿通穴102a、103a、106a、切り欠き107a並びに側板102、103と内部板106の上縁に形成された切り欠き102c、103c、106bを介しても流入し、また、スペーサー50に形成された長穴51c、52c並びにスペーサー70に形成された長穴71c、72cにも流入する。また、内部板106の上縁に形成された切り欠き106bの周方向の位置が、側板102、103の上縁に形成した切り欠き102c、103cの周方向の位置と異なっているので、充填材30はセグメントの上部を蛇行して流れ、充填材30の注入を均一にすることができる。充填材30が硬化した後には、既設管21、充填材30、更生管40からなる堅固な複合管が構築される。 The filler 30 includes insertion holes 102a, 103a, and 106a formed in the side plates 102, 103 and the internal plates 106, 107, a cutout 107a, a cutout 102c formed in the upper edges of the side plates 102, 103 and the internal plate 106, It also flows in via 103c and 106b, and also flows into elongated holes 51c and 52c formed in spacer 50 and elongated holes 71c and 72c formed in spacer . In addition, since the notch 106b formed in the upper edge of the inner plate 106 has a different position in the circumferential direction than the notches 102c and 103c formed in the upper edges of the side plates 102 and 103, 30 can meander over the top of the segment to even out the injection of filler material 30 . After the filler 30 hardens, a firm composite pipe is constructed from the existing pipe 21, the filler 30, and the rehabilitated pipe 40.

本実施例では、スペーサーは、更生管が変形しないように、更生管と既設管の間に全周に渡って所定間隔隔てて更生管と既設管の間の隙間に応じた厚さで複数配置される。従って、更生管はスペーサーにより全周で堅固に保持されるようになり、注入された充填材による更生管の変形が対応した所に配置したスペーサーにより防止される。このように、スペーサーで更生管の変形を防止する支保工の機能を持たせているので、更生管内に支保工を組み立てる必要がなくなり、管更生工事を効率的に行うことが可能になる。 In this embodiment, a plurality of spacers are arranged with a thickness corresponding to the gap between the rehabilitated pipe and the existing pipe at predetermined intervals along the entire circumference between the rehabilitated pipe and the existing pipe so that the rehabilitated pipe is not deformed. be done. Accordingly, the rehabilitating pipe is firmly held by the spacers all around, and deformation of the rehabilitating pipe due to the injected filling material is prevented by the spacers arranged in corresponding places. In this way, the spacer functions as a shoring to prevent deformation of the rehabilitating pipe, eliminating the need to assemble a shoring inside the rehabilitating pipe, making it possible to carry out pipe rehabilitation work efficiently.

なお、スペーサーの配置位置、使用するスペーサーの数、その種類などは、上述した実施例に限定されるものではない。また、スペーサーの数を増減させることもでき、スペーサーを周方向に等間隔に配置したり、粗密を変えて配置することもできる。 The arrangement position of the spacers, the number of spacers to be used, their types, etc. are not limited to the above-described embodiment. Also, the number of spacers can be increased or decreased, and the spacers can be arranged at equal intervals in the circumferential direction, or can be arranged with different density.

また、上述した実施例では、スペーサー70の第1のくさび状部材71の側壁71d、71eの外側壁面に凸部71h、71iを設け、それと対向するスペーサー保持部材80のガイド溝80j、80kの面に凹部80p、80qを設けて凹凸嵌合させたが、図18aに示したように、側壁71d、71eの外側壁面に凹部71r、71sを設け、それと対向するガイド溝80j、80kの面に凸部80r、80sを設けて凹凸嵌合させるようにしてもよい。あるいは、図18bに示したように、側壁71d、71eの内側壁面に凸部71u、71vを設け、それと対向するガイド溝80j、80kの面に凹部80u、80vを設けて凹凸嵌合させるようにしてもよい。また、図18bにおいて、凹部を内側壁面に設け、それと対向するガイド溝面に凸部を設けるようにしてもよい。 In the above-described embodiment, the outer wall surfaces of the side walls 71d and 71e of the first wedge-shaped member 71 of the spacer 70 are provided with the projections 71h and 71i, and the surfaces of the guide grooves 80j and 80k of the spacer holding member 80 facing the protrusions 71h and 71i are formed. 18a, concave portions 71r and 71s are provided in the outer wall surfaces of the side walls 71d and 71e, and convex surfaces of the guide grooves 80j and 80k facing the concave portions 71r and 71s are provided in the outer wall surfaces of the side walls 71d and 71e. The portions 80r and 80s may be provided to fit in a concave-convex manner. Alternatively, as shown in FIG. 18b, protrusions 71u and 71v are provided on the inner wall surfaces of the side walls 71d and 71e, and recesses 80u and 80v are provided on the opposing surfaces of the guide grooves 80j and 80k so that they are fitted to each other. may Further, in FIG. 18b, the concave portion may be provided on the inner wall surface, and the convex portion may be provided on the opposing guide groove surface.

1 セグメント
10 管ユニット
21 既設管
30 充填材
40 更生管
50 スペーサー
51 第1のくさび状部材
51b 係止歯
52 第2のくさび状部材
52b 係止歯
52g 弾性変形片
53 かさ上げ部材
60 スペーサー保持部材
70 スペーサー
71 第1のくさび状部材
71b 係止歯
71d、71e 側壁
71g 突起
71h、71i 凸部
72 第2のくさび状部材
72b 係止歯
72d、72e 側壁
80 スペーサー保持部材
80d、80e 突起
80f、80g 外壁
80h、80i 内壁
80j、80k ガイド溝
80p、80q 凹部
1 segment 10 pipe unit 21 existing pipe 30 filler 40 rehabilitation pipe 50 spacer 51 first wedge-shaped member 51b locking tooth 52 second wedge-shaped member 52b locking tooth 52g elastic deformation piece 53 raising member 60 spacer holding member 70 Spacer 71 First wedge-shaped member 71b Locking teeth 71d, 71e Side wall 71g Projection 71h, 71i Protrusion 72 Second wedge-shaped member 72b Locking tooth 72d, 72e Side wall 80 Spacer holding member 80d, 80e Projection 80f, 80g Outer walls 80h, 80i Inner walls 80j, 80k Guide grooves 80p, 80q Concave portions

Claims (8)

既設管と、該既設管内にセグメントを周方向並びに管長方向に連結して組み立てられる更生管との隙間に挿入され、更生管の既設管に対する位置を調節する更生管の位置調整用スペーサーであって、
セグメントに固定された保持部材のガイド溝に嵌合して管長方向にスライド可能に保持される側壁が形成されるとともに、所定角度で傾斜した傾斜面に係止歯が形成された第1のくさび状部材と、
前記第1のくさび状部材の傾斜角度と同角度で傾斜した傾斜面を有し、第1のくさび状部材に対して挿入方向には移動可能で、逆方向には移動できないように、第1のくさび状部材の係止歯と係合する係止歯が該傾斜面に形成された第2のくさび状部材と、を有し、
第1と第2のくさび状部材は、それぞれの係止歯が係合するように傾斜面を合わせて重ねられ、
前記第1のくさび状部材の側壁面には、管長方向に延びる凸部あるいは凹部が形成され、該側壁面に対向する保持部材のガイド溝面には、側壁面の凸部あるいは凹部と嵌合する凹部あるいは凸部が形成され、該凹凸嵌合により第1のくさび状部材の管長方向と周方向に直交する方向への移動が制限されることを特徴とする更生管の位置調整用スペーサー。
A spacer for adjusting the position of a rehabilitated pipe that is inserted into a gap between an existing pipe and a rehabilitated pipe assembled by connecting segments in the existing pipe in the circumferential direction and the pipe length direction, and that adjusts the position of the rehabilitated pipe with respect to the existing pipe. ,
A first wedge having a side wall which is fitted in a guide groove of a holding member fixed to the segment and slidably held in the pipe length direction, and has locking teeth formed on an inclined surface inclined at a predetermined angle. a shaped member;
The first wedge-shaped member has an inclined surface inclined at the same angle as the inclination angle of the first wedge-shaped member, and is movable in the insertion direction with respect to the first wedge-shaped member and cannot be moved in the opposite direction. a second wedge-shaped member having locking teeth formed on the inclined surface that engage with the locking teeth of the wedge-shaped member of
the first and second wedge-shaped members are superimposed with their ramps aligned so that their respective locking teeth engage;
The side wall surface of the first wedge-shaped member is formed with projections or recesses extending in the pipe length direction, and the guide groove surface of the holding member facing the side wall surface is fitted with the projections or recesses of the side wall surface. A spacer for adjusting the position of a rehabilitating pipe, wherein a recessed portion or a protruding portion is formed so that the first wedge-shaped member is restricted from moving in a direction perpendicular to the longitudinal direction and the circumferential direction of the first wedge-shaped member.
前記第1のくさび状部材は、その管長方向の長さがセグメントの管長方向長さより長いことを特徴とする請求項1に記載の更生管の位置調整用スペーサー。 2. The spacer for adjusting the position of a rehabilitating pipe according to claim 1, wherein the length of the first wedge-shaped member in the pipe length direction is longer than the length of the segment in the pipe length direction. 前記第1のくさび状部材の管長方向の手前側には、セグメントと当接して管長方向への移動を制限する突起が形成されることを特徴とする請求項1又は2に記載の更生管の位置調整用スペーサー。 3. The rehabilitating pipe according to claim 1, wherein the first wedge-shaped member is formed with a projection that abuts on the segment and restricts movement in the pipe length direction on the front side in the pipe length direction. Spacer for position adjustment. 前記セグメントは、内面板と、該内面板の周方向に延びる両側に立設された側板と、側板の内側で内面板の上面に立設された内部板を複数有し、前記保持部材は内部板に取り付けられることを特徴とする請求項1から3のいずれか1項に記載の更生管の位置調整用スペーサー。 The segment has an inner plate, side plates erected on both sides of the inner plate extending in the circumferential direction, and a plurality of inner plates erected on the upper surface of the inner plate inside the side plates. The spacer for adjusting the position of the rehabilitating pipe according to any one of claims 1 to 3, wherein the spacer is attached to a plate. セグメントを周方向並びに管長方向に連結して既設管内に更生管を敷設する管更生工法であって、
所定角度で傾斜した傾斜面に係止歯が形成された第1のくさび状部材をセグメントに固定された保持部材に保持する工程と、
第1のくさび状部材の傾斜角度と同角度で傾斜した傾斜面を有し、第1のくさび状部材に対して挿入方向には移動可能で、逆方向には移動できないように、第1のくさび状部材の係止歯と係合する係止歯が傾斜面に形成された第2のくさび状部材を、それぞれの係止歯が係合するように、第1のくさび状部材に重ね合わせて既設管と更生管の隙間に挿入する工程と、
第2のくさび状部材を第1のくさび状部材に対して挿入方向に移動させることにより、第1と第2のくさび状部材を重ね合わせたスペーサー全体の厚さが段階的に増すように、調節する工程と、
更生管と既設管の間に充填材を注入する工程と、を備え、
前記第1と第2のくさび状部材を重ね合わせたスペーサーは、更生管と既設管の間に全周に渡って隙間が発生するように、複数位置に挿入され、
前記更生管の底部ないし底部近傍に配置されるスペーサーの第1のくさび状部材を保持する保持部材には、該第1のくさび状部材の側壁と嵌合して第1のくさび状部材を管長方向にスライド可能に保持するガイド溝が形成され、
前記ガイド溝にスライド可能に保持された第1のくさび状部材の側壁面には、管長方向に延びる凸部あるいは凹部が形成されるとともに、該側壁面に対向するガイド溝面には、側壁面の凸部あるいは凹部と凹凸嵌合する凹部あるいは凸部が形成され、該凹凸嵌合により第1のくさび状部材の管長方向と周方向に直交する方向への移動が制限されることを特徴とする管更生工法。
A pipe rehabilitation method for laying a rehabilitation pipe in an existing pipe by connecting segments in the circumferential direction and the pipe length direction,
a step of holding a first wedge-shaped member having locking teeth formed on an inclined surface inclined at a predetermined angle to a holding member fixed to the segment;
The first wedge-shaped member has an inclined surface inclined at the same angle as the inclination angle of the first wedge-shaped member, and is movable relative to the first wedge-shaped member in the insertion direction, but not in the opposite direction. A second wedge-shaped member having locking teeth formed on an inclined surface that engage with the locking teeth of the wedge-shaped member is superimposed on the first wedge-shaped member so that the respective locking teeth are engaged. a step of inserting into the gap between the existing pipe and the rehabilitation pipe;
By moving the second wedge-shaped member in the insertion direction with respect to the first wedge-shaped member, the overall thickness of the spacer in which the first and second wedge-shaped members are overlapped increases stepwise, adjusting;
a step of injecting a filler between the rehabilitation pipe and the existing pipe,
The spacers in which the first and second wedge-shaped members are superimposed are inserted in a plurality of positions so that a gap is generated along the entire circumference between the rehabilitating pipe and the existing pipe,
A holding member for holding the first wedge-shaped member of the spacer disposed at or near the bottom of the rehabilitating pipe is fitted with the side wall of the first wedge-shaped member to extend the first wedge-shaped member to the pipe length. A guide groove is formed to hold it slidably in the direction,
The side wall surface of the first wedge-shaped member slidably held in the guide groove is formed with a protrusion or a recess extending in the pipe length direction, and the guide groove surface facing the side wall surface has a side wall surface. A concave portion or a convex portion is formed to fit the convex portion or concave portion of the first wedge-shaped member in a direction perpendicular to the pipe length direction and the circumferential direction. pipe rehabilitation method.
前記更生管の底部ないし底部近傍に配置されるスペーサーの第1のくさび状部材は、更生管の外部にはみ出すように、保持部材に保持されることを特徴とする請求項5に記載の管更生工法。 6. The pipe rehabilitation according to claim 5, wherein the first wedge-shaped member of the spacer arranged at or near the bottom of the rehabilitation pipe is held by the holding member so as to protrude outside the rehabilitation pipe. Construction method. 前記更生管の底部ないし底部近傍に配置されるスペーサーの第1のくさび状部材は、その管長方向の長さがセグメントの管長方向長さより長いことを特徴とする請求項5又は6に記載の管更生工法。 7. The pipe according to claim 5 or 6, wherein the first wedge-shaped member of the spacer arranged at or near the bottom of the rehabilitating pipe has a length in the pipe length direction longer than that of the segment in the pipe length direction. Rehabilitation method. 前記更生管の底部ないし底部近傍に配置されるスペーサーの第1のくさび状部材の管長方向の手前側には、セグメントと当接して該第1のくさび状部材の管長方向の移動を制限する突起が形成されることを特徴とする請求項5から7のいずれか1項に記載の管更生工法。 The first wedge-shaped member of the spacer disposed at or near the bottom of the rehabilitating pipe has a protrusion that abuts against the segment and limits the movement of the first wedge-shaped member in the pipe length direction. The pipe rehabilitation method according to any one of claims 5 to 7, wherein is formed.
JP2020504839A 2018-03-05 2019-01-23 Spacer for adjusting the position of rehabilitating pipes and pipe rehabilitating construction method using the same Active JP7260185B2 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP2018038207 2018-03-05
JP2018038207 2018-03-05
PCT/JP2019/002039 WO2019171801A1 (en) 2018-03-05 2019-01-23 Spacer for positional adjustment of a renewal pipe, and pipe renewal method employing same

Publications (2)

Publication Number Publication Date
JPWO2019171801A1 JPWO2019171801A1 (en) 2021-03-04
JP7260185B2 true JP7260185B2 (en) 2023-04-18

Family

ID=67845986

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2020504839A Active JP7260185B2 (en) 2018-03-05 2019-01-23 Spacer for adjusting the position of rehabilitating pipes and pipe rehabilitating construction method using the same

Country Status (4)

Country Link
JP (1) JP7260185B2 (en)
KR (1) KR20200128034A (en)
TW (1) TW201942509A (en)
WO (1) WO2019171801A1 (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2000049322A1 (en) 1999-02-17 2000-08-24 Thomas Gianfrancisco Method and material for repair of conduits and the like
JP2005265070A (en) 2004-03-19 2005-09-29 Shonan Plastic Mfg Co Ltd Spacer for position adjustments of regenerating pipe, and method for adjusting position using the same
JP2016176571A (en) 2015-03-20 2016-10-06 株式会社湘南合成樹脂製作所 Position adjustment spacer for regeneration pipe and position adjustment method using spacer
JP2017025976A (en) 2015-07-17 2017-02-02 株式会社湘南合成樹脂製作所 Pipe regeneration method

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2898195B2 (en) 1994-04-04 1999-05-31 積水化学工業株式会社 How to fix the intubation to the sheath tube
JP2015024561A (en) 2013-07-26 2015-02-05 株式会社湘南合成樹脂製作所 Timbering device and timbering method for renovated tube
JP2018109433A (en) * 2017-01-05 2018-07-12 株式会社湘南合成樹脂製作所 Pipe regeneration method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2000049322A1 (en) 1999-02-17 2000-08-24 Thomas Gianfrancisco Method and material for repair of conduits and the like
JP2005265070A (en) 2004-03-19 2005-09-29 Shonan Plastic Mfg Co Ltd Spacer for position adjustments of regenerating pipe, and method for adjusting position using the same
JP2016176571A (en) 2015-03-20 2016-10-06 株式会社湘南合成樹脂製作所 Position adjustment spacer for regeneration pipe and position adjustment method using spacer
JP2017025976A (en) 2015-07-17 2017-02-02 株式会社湘南合成樹脂製作所 Pipe regeneration method

Also Published As

Publication number Publication date
KR20200128034A (en) 2020-11-11
JPWO2019171801A1 (en) 2021-03-04
WO2019171801A1 (en) 2019-09-12
TW201942509A (en) 2019-11-01

Similar Documents

Publication Publication Date Title
JP6555957B2 (en) Pipe rehabilitation method
JP6755545B2 (en) Pipe rehabilitation method
US7083360B2 (en) Method for rehabilitating an existing pipe
TWI673452B (en) Position adjusting spacer and method for adjusting the position of a rehabilitation pipe using such position adjusting spacer
TWI670441B (en) Repair tube position adjustment spacer
JP7260185B2 (en) Spacer for adjusting the position of rehabilitating pipes and pipe rehabilitating construction method using the same
JP4392275B2 (en) Repositioned pipe position adjusting spacer and position adjusting method using the same
US11226060B2 (en) Pipe rehabilitation method
US20190032835A1 (en) Pipe rehabilitation method
JP2011032637A (en) Joint structure and joint method for steel pipe pole
JP2018109433A (en) Pipe regeneration method
KR101963701B1 (en) Pipe rehabilitation method
JP6971874B2 (en) Connection structure between steel structure and precast concrete member, structural wall having the connection structure, and connection method between steel structure and precast concrete member
US20220268388A1 (en) Spacer for adjusting the position of a rehabilitation pipe and position adjusting method using such
JP6127020B2 (en) Segment manufacturing method and rehabilitation pipe using segment
JP2022187353A (en) Joining structure
JP2016023454A (en) Repair structure for existing manhole

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20211028

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20221213

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20230117

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: 20230314

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20230330

R150 Certificate of patent or registration of utility model

Ref document number: 7260185

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150