JP2016141930A - Support member of rehabilitation pipe - Google Patents

Support member of rehabilitation pipe Download PDF

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JP2016141930A
JP2016141930A JP2015015653A JP2015015653A JP2016141930A JP 2016141930 A JP2016141930 A JP 2016141930A JP 2015015653 A JP2015015653 A JP 2015015653A JP 2015015653 A JP2015015653 A JP 2015015653A JP 2016141930 A JP2016141930 A JP 2016141930A
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pipe
support member
rehabilitation
arc
existing pipe
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政浩 山崎
Masahiro Yamazaki
政浩 山崎
克則 吉野
Katsunori Yoshino
克則 吉野
宏樹 瀬沼
Hiroki Senuma
宏樹 瀬沼
良治 淺野
Ryoji Asano
良治 淺野
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Sekisui Chemical Co Ltd
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Sekisui Chemical Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a support member of a rehabilitation pipe that prevents deformation and floating of the rehabilitation pipe due to buoyancy exerted on the rehabilitation pipe, and enables simple installation work.SOLUTION: A support member 1 includes an arc-shaped plate 3 having a circumference that equals to or is longer than an outer circumference of a rehabilitation pipe 102, a plurality of protrusions 4 disposed on an outer surface of the arc-shaped plate 3 in an axial direction, and a connecting member 7 connecting the plurality of arc-shaped plates 3 disposed in the pipe axial direction to each other. Among the protrusions 4, a pair of protrusions 6 disposed opposite each other on right and left when seen in the axial direction includes an engaging part 64 on both edge parts, protruding from the arc-shaped plate 3 in the axial direction. The connecting member 7 includes a connecting part 74 on both edge parts that may be fitted on the engaging part 64 of the pair of protrusions 6.SELECTED DRAWING: Figure 3

Description

本発明は、既設管の更生に用いる更生管の支持部材に関する。   The present invention relates to a support member for a rehabilitation pipe used for rehabilitation of an existing pipe.

従来から、老朽化した下水道管等の既設管を更生管によって補修し、更生することが広く実施されている。更生管は、例えば、両側縁部に接合部を有する帯状部材を、既設管内で螺旋状に巻き回し、隣接した帯状部材の接合部を接合して形成される。製管した後、更生管と既設管との間隙にモルタル等の裏込め材を注入し、既設管と更生管とを一体化する。   Conventionally, it has been widely practiced to repair and rehabilitate existing pipes such as aging sewer pipes with rehabilitation pipes. The rehabilitation pipe is formed, for example, by winding a belt-like member having joints on both side edges in a spiral shape within an existing pipe and joining the joints of adjacent belt-like members. After pipe making, backfilling material such as mortar is injected into the gap between the rehabilitated pipe and the existing pipe, and the existing pipe and the rehabilitated pipe are integrated.

既設管と更生管との間隙に裏込め材を注入すると、更生管には、その内空体積や裏込め材の密度に応じて、浮力が作用する。更生管の管径が大きくなるほど浮力は大きくなり、更生管が浮き上がり、既設管の内面に押し付けられて円形の断面形状がつぶれ、楕円形状に変形してしまう。更生管が楕円形状に変形すると、排水勾配が変化して排水能力が低下するとともに更生管の強度が低下して好ましくない。そこで、例えば特許文献1、2に開示されるような支保工装置を、更生管の内部に適当な間隔で複数設置することにより、更生管の変形を防止する措置がとられていた。   When the backfilling material is injected into the gap between the existing pipe and the rehabilitation pipe, buoyancy acts on the rehabilitation pipe according to the inner volume and the density of the backfilling material. The buoyancy increases as the pipe diameter of the rehabilitation pipe increases, and the rehabilitation pipe rises and is pressed against the inner surface of the existing pipe, causing the circular cross-sectional shape to collapse and deform into an elliptical shape. If the rehabilitation pipe is deformed into an elliptical shape, the drainage gradient is changed, the drainage capacity is lowered, and the strength of the rehabilitation pipe is lowered, which is not preferable. Therefore, for example, measures have been taken to prevent deformation of the rehabilitation pipe by installing a plurality of support devices as disclosed in Patent Documents 1 and 2 at appropriate intervals inside the rehabilitation pipe.

この種の支保工装置は、図17に示すように、更生管102の内側に配置され、更生管102を支持する複数の支保材111を備えている。支保材111は、柱状の部材であり更生管102に鉛直方向に設けられる。これにより、更生管102を内側から支持し、裏込め材104によって更生管102が座屈または変形したり、浮上したりするのを防止する。   As shown in FIG. 17, this type of support device includes a plurality of support members 111 that are arranged inside the rehabilitation pipe 102 and support the rehabilitation pipe 102. The support material 111 is a columnar member and is provided in the rehabilitation pipe 102 in the vertical direction. As a result, the rehabilitation pipe 102 is supported from the inside, and the backfill material 104 prevents the rehabilitation pipe 102 from buckling or deforming or rising.

更生管102には、支保材111を取り付けるための貫通孔が頂部に貫通して形成される。裏込め材104の充填後には、設置した複数の支保工装置110を全て解体し、撤去する。更生管102から支保材111を取り外すと、更生管102の内面頂部に、支保材111の引抜き跡の凹状の孔(支保孔)が形成されることとなり、これを閉塞処理していた。   In the rehabilitation pipe 102, a through hole for attaching the support material 111 is formed penetrating the top. After the filling of the backfill material 104, all the plurality of installed support devices 110 are disassembled and removed. When the support material 111 is removed from the rehabilitation pipe 102, a concave hole (support hole) of a withdrawal trace of the support material 111 is formed at the top of the inner surface of the rehabilitation pipe 102, which has been closed.

また、特許文献3には、既設管の頂部に、既設管の全長にわたってスペーサを設置し、スペーサによって形成された空隙を通して既設管と更生管との間隙に裏込め材を注入することが提案されている。ただし、このスペーサは、裏込め材の注入経路を確保することのみが目的とされており、既設管の天場領域に設置するためには、アンカーボルト等を既設管に打ち込むことで固定する工程が必要とされる。   Patent Document 3 proposes that a spacer is installed over the entire length of the existing pipe at the top of the existing pipe, and a backfilling material is injected into the gap between the existing pipe and the renovated pipe through the gap formed by the spacer. ing. However, this spacer is only intended to secure the injection path of the backfill material, and in order to install it in the heaven field area of the existing pipe, it is a process of fixing by driving anchor bolts etc. into the existing pipe Is needed.

特許第2898195号公報Japanese Patent No. 2898195 特開平10−121565号公報JP-A-10-121565 特開平7−100925号公報Japanese Patent Laid-Open No. 7-100955

前記従来の支保工装置は、支保材の設置作業および撤去作業に時間と手間を要することに加え、更生管に貫通孔を形成したり、支保材の引抜き跡の孔を閉塞処理したりする作業が必要となって、管路更生にかかる作業期間を短縮化することは困難であった。   In addition to the time and labor required to install and remove the support material, the conventional support device is used to form a through hole in the rehabilitation pipe or to close a hole in the support material extraction trace. Therefore, it has been difficult to shorten the work period for pipe rehabilitation.

また、更生管内に支保工装置を設置すると、管内を流下する水の抵抗が増大し、水位を上昇させる要因となるおそれがあった。既に水位の高い作業環境下では、さらに水位が上昇するおそれがあり、更生作業ができなくなることが考えられた。また、突然の大雨等によって急な水位上昇が予想される場合、作業者は管内から緊急退避しなければならないが、管内に複数の支保工装置が存在すると、速やかな退避の妨げとなるおそれがあった。   Moreover, when a support device is installed in the rehabilitation pipe, the resistance of water flowing down the pipe increases, which may cause the water level to rise. In a working environment with a high water level, the water level could rise further, making it impossible to perform rehabilitation work. In addition, when a sudden rise in water level is expected due to sudden heavy rain, etc., the worker must evacuate from the pipe, but if there are multiple support devices in the pipe, the evacuation may be hindered. there were.

また、特許文献3に開示されたスペーサは、更生を要するような老朽化した既設管には適さない。すなわち、既設管は腐食等によって肉厚が減少していることがあり、スペーサを十分に固定することができない可能性がある。既設管に鉄筋が埋設されていると、アンカーボルトを既設管に打ち込むことができない可能性もある。仮に、スペーサをアンカーボルトにより固定できたとしても、固定作業に多くの時間を要するうえ、作業効率も悪い。また、スペーサは長尺体であるので、既設管内に搬入し設置する作業は簡単とはいえない。そのうえ、既設管内で更生管はスペーサに押し付けられて、施工後の断面形状が円形ではなく、楕円形状に変形してしまっており、かかるスペーサでは更生管が変形するのを防止したり、既設管内で更生管が浮上するのを防止することが困難と考えられた。   Further, the spacer disclosed in Patent Document 3 is not suitable for an aged existing pipe that requires rehabilitation. That is, the thickness of the existing pipe may be reduced due to corrosion or the like, and the spacer may not be sufficiently fixed. If reinforcing bars are embedded in the existing pipe, the anchor bolt may not be driven into the existing pipe. Even if the spacer can be fixed by the anchor bolt, the fixing work requires a lot of time and the working efficiency is also poor. Further, since the spacer is a long body, it is not easy to carry it in and install it in the existing pipe. In addition, the rehabilitation pipe is pressed against the spacer in the existing pipe, and the cross-sectional shape after construction has been deformed into an elliptical shape instead of a circle. With such a spacer, the rehabilitation pipe can be prevented from being deformed, Therefore, it was considered difficult to prevent the rehabilitation pipe from rising.

本発明は上記のような問題点にかんがみてなされたものであり、その目的とするところは、裏込め材を注入する際の、更生管に作用する浮力によっても、更生管が変形したり浮上したりするのを防止し得て設置作業の容易な新たな支持部材を提供し、この支持部材を用いて既設管を更生することにより、既設管内に形成した更生管の断面形状を適正な真円形状に維持しつつ、更生後の管路に十分な強度と排水能力とを備えさせて、短時間で効率のよい更生作業を可能にすることにある。   The present invention has been made in view of the above-described problems, and the object of the present invention is to deform or float the rehabilitation pipe also due to the buoyancy acting on the rehabilitation pipe when the backfill material is injected. By providing a new support member that is easy to install and rehabilitating the existing pipe using this support member, the cross-sectional shape of the renovated pipe formed in the existing pipe can be appropriately set. An object is to enable efficient rehabilitation work in a short time by maintaining sufficient circularity and drainage capacity in the pipeline after rehabilitation while maintaining a circular shape.

前記の目的を達成するため本発明は、既設管の内面と更生管の外面との間に裏込め材を充填するにあたり既設管内に設ける更生管の支持部材として、更生管の外周長の半周以上の周長を有して既設管内の上部側または下部側に固定される弧状板と、弧状板の外面に配設され既設管の内面と更生管の外面との間隔を保つ複数の突起部とを備えさせる。弧状板は、軸方向から見て少なくとも右側と左側とに、弧状板同士を連結するための連結手段を備えており、前記連結手段は弧状板の外面および更生管の外面に沿って軸方向に配設されて弧状板とともに更生管を支持するものとする。そして、複数の弧状板が、前記連結手段により相互に連結され、既設管の管軸方向に間隔を設けて配置されるように構成する。   In order to achieve the above object, the present invention provides a support member for the rehabilitation pipe provided in the existing pipe when filling the backfilling material between the inner surface of the existing pipe and the outer surface of the rehabilitation pipe. An arc-shaped plate that is fixed to the upper side or the lower side in the existing pipe, and a plurality of protrusions that are disposed on the outer surface of the arc-shaped plate and maintain an interval between the inner surface of the existing pipe and the outer surface of the renovated pipe To prepare. The arc-shaped plate is provided with connecting means for connecting the arc-shaped plates at least on the right side and the left side when viewed from the axial direction, and the connecting means is axially along the outer surface of the arc-shaped plate and the outer surface of the rehabilitation pipe. It shall be arranged to support the rehabilitation pipe with the arcuate plate. And a some arcuate board is mutually connected by the said connection means, and it comprises so that it may arrange | position at intervals in the pipe-axis direction of an existing pipe.

これにより、更生管の支持部材は、弧状板が更生管の外周長の半周以上にわたって更生管を被覆するように設けられ、更生管を保持して、更生管を適正な断面形状に維持する。弧状板に設けられる連結手段は、弧状板同士の間に間隔を設けた状態で複数の弧状板を相互に連結するので、更生管の支持部材としてこれらの各部材が一体的に更生管を支持するものとなる。複数の弧状板が連結されていることで、弧状板の設置間隔を拡げても更生管を安定して支持することが可能となり、既設管と更生管との間に裏込め材を充填する際に更生管に作用する浮力によっても、更生管が変形したり浮上したりするのを防止することが可能となる。また、更生管に対して必要とされる弧状板の総数を低減することができ、施工コストを抑えることが可能となる。さらに、支持部材の設置作業を長距離区間にわたって簡単に短時間で行うことができるので、作業効率がよく、工期の短縮化を図ることが可能となる。   Thereby, the support member of the rehabilitation pipe is provided so that the arc-shaped plate covers the rehabilitation pipe over a half circumference of the outer circumference of the rehabilitation pipe, holds the rehabilitation pipe, and maintains the rehabilitation pipe in an appropriate cross-sectional shape. The connecting means provided on the arc plate connects the arc plates to each other with a space between the arc plates, so that each member integrally supports the rehabilitation tube as a rehabilitation tube support member. To be. By connecting multiple arc-shaped plates, it becomes possible to support the rehabilitation pipe stably even if the installation interval of the arc-shaped plates is increased, and when filling the backfill material between the existing pipe and the rehabilitation pipe In addition, the buoyancy acting on the rehabilitation pipe can also prevent the rehabilitation pipe from being deformed or rising. Moreover, the total number of arc-shaped plates required for the rehabilitation pipe can be reduced, and the construction cost can be suppressed. Furthermore, since the installation work of the support member can be performed easily over a long distance section in a short time, the work efficiency is good and the construction period can be shortened.

前記更生管の支持部材の具体的な構成としては次のようなものが挙げられる。   Specific examples of the support member for the rehabilitation pipe include the following.

まず、前記連結手段として、弧状板の左右の外面に、軸方向に延びる連結部材を設け、各連結部材に、他の弧状板に備えられた連結部材と互いに連結可能な構造を備えさせることが好ましい。   First, as the connecting means, connecting members extending in the axial direction are provided on the left and right outer surfaces of the arc-shaped plate, and each connecting member is provided with a structure that can be connected to a connecting member provided on another arc-shaped plate. preferable.

これにより、更生管を支持するための複数の弧状板を、軸方向に延びる連結部材により連結して、相互に間隔を設けて既設管内に配置することができる。   Thereby, the several arc-shaped board for supporting a rehabilitation pipe | tube can be connected by the connection member extended in an axial direction, and it can arrange | position in an existing pipe | tube, providing mutual space | interval.

また、前記連結手段として、弧状板の左右の外面に係合用突起部を設けるとともに、係合用突起部に連結される連結部を軸方向の端部に備えた連結部材を有する構成とし、弧状板とともに複数の連結部材が軸方向に配設されるよう構成してもよい。   Further, as the connecting means, an engaging projection is provided on the left and right outer surfaces of the arc-shaped plate, and the connecting member is provided with a connecting member that is connected to the engaging protruding portion at the end in the axial direction. In addition, a plurality of connecting members may be arranged in the axial direction.

これによっても、更生管を支持するための複数の弧状板を、軸方向に延びる連結部材により連結して、相互に間隔を設けて既設管内に配置することができる。   Also by this, the some arcuate board for supporting a rehabilitation pipe | tube can be connected by the connection member extended in an axial direction, and it can arrange | position in an existing pipe | tube at intervals.

この場合、係合用突起部の軸方向の長さを、弧状板の軸方向の長さより長くし、両端部に弧状板よりも軸方向に突出した係合部を備えた構成とすることが好ましい。   In this case, it is preferable that the length in the axial direction of the protrusion for engagement is longer than the length in the axial direction of the arcuate plate, and the engagement portions that protrude in the axial direction from the arcuate plate are provided at both ends. .

また、係合用突起部の軸方向の長さを、弧状板の軸方向の長さよりも短くし、連結部材を複数の弧状板にまたがるように配設する構成としてもよい。   In addition, the length of the engaging protrusion in the axial direction may be shorter than the length of the arc-shaped plate in the axial direction, and the connecting member may be disposed so as to straddle the plurality of arc-shaped plates.

いずれの構成によっても、係合用突起部に連結部材の連結部を連結することで、複数の弧状板を軸方向に間隔を設けて一体的に配置することができる。   In any configuration, by connecting the connecting portion of the connecting member to the engaging protrusion, the plurality of arc-shaped plates can be integrally arranged with an interval in the axial direction.

また、前記連結部材を、係合用突起部に対して締まり嵌めの状態で連結するよう構成することが好ましい。   Further, it is preferable that the connecting member is configured to be connected to the engaging protrusion in an interference fit state.

これにより、連結部材と係合用突起部とを連結する作業を簡単に行うことができ、作業手間が軽減され、短期間で施工することが可能となる。   Thereby, the operation | work which connects a connection member and the protrusion part for engagement can be performed easily, an operation | work effort is reduced, and it becomes possible to construct in a short period of time.

また、前記連結部材および係合用突起部に、互いに重なり合うボルト孔を備えさせ、連結部材と係合用突起部とをボルト連結する構成としてもよい。   Moreover, it is good also as a structure which equips the said connection member and the protrusion part for engagement with the bolt hole which mutually overlaps, and bolts the connection member and the protrusion part for engagement.

あるいはまた、前記連結部材に略角筒状、略円筒状、または溝形状の連結部を備えさせ、係合用突起部に対して軸方向に嵌挿して、連結部材と係合用突起部とを連結するよう構成してもよい。   Alternatively, the connecting member is provided with a connecting portion having a substantially rectangular tube shape, a substantially cylindrical shape, or a groove shape, and is inserted into the engaging projection portion in the axial direction to connect the connecting member and the engaging projection portion. You may comprise.

これらのような構成によっても、連結部材と係合用突起部とを連結する作業を簡単に行うことができ、作業手間が軽減され、短期間で施工することが可能となる。   Even with such a configuration, it is possible to easily perform the operation of connecting the connecting member and the engaging protruding portion, reducing the labor of the operation, and performing the work in a short period of time.

また、前記複数の連結部材は、軸方向の長さが異なるものを含み、既設管の管路曲がり部に沿って弧状板を配設する構成であってもよい。さらに、前記連結部材は弾性を有して既設管の管路曲がり部に沿って曲げ変形可能とされてもよい。   Moreover, the structure which arrange | positions an arc-shaped board along the pipe line bending part of an existing pipe may be sufficient as the said some connecting member including what differs in the length of an axial direction. Furthermore, the connecting member may be elastic and bendable along the bend of the existing pipe.

これにより、支持部材を既設管の管路曲がり部に沿って配設することが容易となり、多様な管路に対して適用することができる。   Thereby, it becomes easy to arrange | position a supporting member along the pipe line bending part of an existing pipe, and it can apply with respect to various pipe lines.

また、前記係合用突起部には、径方向の外方へ突出して既設管の内面に当接する凸状部と、この凸状部よりも径方向の内方へ凹んだ凹状部とを具備させ、凸状部が更生管の外面と既設管の内面との間隔を保ち、凹状部が更生管の外面と既設管の内面との間で裏込め材の流通用の隙間を形成するように構成することが好ましい。   Further, the engaging protrusion includes a convex portion protruding outward in the radial direction and contacting the inner surface of the existing pipe, and a concave portion recessed inward in the radial direction from the convex portion. The convex part maintains the distance between the outer surface of the rehabilitated pipe and the inner surface of the existing pipe, and the concave part forms a gap for the distribution of the backfill material between the outer surface of the rehabilitated pipe and the inner surface of the existing pipe. It is preferable to do.

さらに、前記連結部材には、径方向の外方へ突出して既設管の内面に当接する凸状部と、この凸状部よりも径方向の内方へ凹んだ凹状部とを具備させ、凸状部が更生管の外面と既設管の内面との間隔を保ち、凹状部が更生管の外面と既設管の内面との間で裏込め材の流通用の隙間を形成するように構成することが好ましい。   Furthermore, the connecting member is provided with a convex portion protruding outward in the radial direction and contacting the inner surface of the existing pipe, and a concave portion recessed inward in the radial direction from the convex portion. The concave part keeps the space between the outer surface of the rehabilitated pipe and the inner surface of the existing pipe, and the concave part forms a gap for the distribution of the backfill material between the outer surface of the rehabilitated pipe and the inner surface of the existing pipe. Is preferred.

これらのような構成により、更生管は既設管の内面に当接する凸状部を介して既設管に支持され、変形することなく安定的に固定される。また、これらの凹状部と既設管の内面との間には隙間が形成され、注入した裏込め材の流路となるので、裏込め材の充填性が確保される。また、硬化した裏込め材は、更生管と既設管との間で、突起部や連結部材によって分断されることがなく、一体性および連続性を確保することができる。   With such a configuration, the rehabilitated pipe is supported by the existing pipe via the convex portion that contacts the inner surface of the existing pipe, and is stably fixed without deformation. In addition, gaps are formed between these concave portions and the inner surface of the existing pipe, and a flow path for the injected backfilling material is obtained, so that the filling property of the backfilling material is ensured. Further, the cured backfilling material is not divided by the protrusions or the connecting members between the rehabilitated pipe and the existing pipe, and it is possible to ensure the integrity and continuity.

本発明に係る更生管の支持部材によれば、更生管に作用する浮力によって更生管が浮上したり変形したりするのを防止して、適正な断面形状に維持して更生作業を進めることができる。また、この支持部材は、極めて簡単な作業で短時間に設置することができ、撤去作業を必要とせず、工期の大幅な短縮化を可能にする。   According to the support member of the rehabilitation pipe according to the present invention, the rehabilitation pipe can be prevented from rising or deforming due to the buoyancy acting on the rehabilitation pipe, and the rehabilitation work can be performed while maintaining an appropriate cross-sectional shape. it can. In addition, the support member can be installed in a short time by an extremely simple operation, does not require a removal operation, and can greatly shorten the construction period.

本発明の実施形態1に係る更生管の支持部材を示し、図1(a)は支持部材の斜視図、図1(b)は正面図である。The support member of the rehabilitation pipe | tube which concerns on Embodiment 1 of this invention is shown, Fig.1 (a) is a perspective view of a support member, FIG.1 (b) is a front view. 前記支持部材により更生管を支持する様子を示す、更生管の正面方向から見た断面図である。It is sectional drawing seen from the front direction of the rehabilitation pipe | tube which shows a mode that a rehabilitation pipe | tube is supported by the said supporting member. 前記支持部材の連結状態を示す斜視図である。It is a perspective view which shows the connection state of the said supporting member. 連結部材の連結の様子を示す説明図である。It is explanatory drawing which shows the mode of a connection of a connection member. 前記支持部材を用いた既設管の更生方法を示す説明図である。It is explanatory drawing which shows the rehabilitation method of the existing pipe | tube using the said supporting member. 前記支持部材による更生管の支持状態を支持部材の上方から見て示す説明図である。It is explanatory drawing which shows the support state of the rehabilitation pipe | tube by the said support member seeing from the upper direction of a support member. 既設管の更生後の状態を示す断面図である。It is sectional drawing which shows the state after the renovation of an existing pipe. 前記支持部材における連結部材の例を示す斜視図である。It is a perspective view which shows the example of the connection member in the said supporting member. 本発明の実施形態2に係る更生管の支持部材を模式的に示し、図9(a)は支持部材の側面図、図9(b)は連結状態を示す側面図である。FIG. 9A is a side view of a support member, and FIG. 9B is a side view showing a connected state, schematically showing a rehabilitation pipe support member according to Embodiment 2 of the present invention. 本発明の実施形態3に係る更生管の支持部材を模式的に示し、図10(a)は支持部材の側面図、図10(b)は連結状態を示す側面図である。FIG. 10A is a side view of a support member, and FIG. 10B is a side view showing a connected state, schematically showing a rehabilitation pipe support member according to Embodiment 3 of the present invention. 本発明の実施形態3に係る更生管の支持部材の変形例を模式的に示し、図11(a)は支持部材の側面図、図11(b)は連結状態を示す側面図である。The modification of the support member of the rehabilitation pipe | tube which concerns on Embodiment 3 of this invention is shown typically, Fig.11 (a) is a side view of a support member, FIG.11 (b) is a side view which shows a connection state. 本発明の実施形態4に係る支持部材を示す斜視図である。It is a perspective view which shows the supporting member which concerns on Embodiment 4 of this invention. 実施形態4の変形例を示し、支持部材の配設形態を模式的に示す上面図である。It is a top view which shows the modification of Embodiment 4, and shows the arrangement | positioning form of a supporting member typically. 実施形態4の変形例を示し、支持部材の他の配設形態を模式的に示す上面図である。It is a top view which shows the modification of Embodiment 4, and shows the other arrangement | positioning form of a supporting member typically. その他の実施形態に係る支持部材の配設形態を示す断面図である。It is sectional drawing which shows the arrangement | positioning form of the supporting member which concerns on other embodiment. 更生管を形成する製管機の一例を示す正面図である。It is a front view which shows an example of the pipe making machine which forms a rehabilitation pipe | tube. 従来の既設管の更生方法において用いる支保工装置の一例を示す正面図である。It is a front view which shows an example of the support work apparatus used in the rehabilitation method of the conventional existing pipe.

以下、本発明の実施形態に係る更生管の支持部材について、図面を参照しつつ説明する。   Hereinafter, a support member for a rehabilitation pipe according to an embodiment of the present invention will be described with reference to the drawings.

(実施形態1)
図1は、実施形態1に係る支持部材1の本体部2を示しており、図1(a)は斜視図、図1(b)は正面図である。図2は、支持部材1の使用状態を示す正面図である。図3は、支持部材1の本体部2同士の連結を示す斜視図である。図4は、支持部材1における連結部材7の連結の様子を示す説明図である。
(Embodiment 1)
1A and 1B show a main body 2 of a support member 1 according to Embodiment 1, FIG. 1A is a perspective view, and FIG. 1B is a front view. FIG. 2 is a front view showing the usage state of the support member 1. FIG. 3 is a perspective view showing the connection between the main body portions 2 of the support member 1. FIG. 4 is an explanatory view showing a state of connection of the connecting member 7 in the support member 1.

支持部材1は、既設管101の内面と更生管102の外面との間に裏込め材を充填するにあたり、既設管101内に設けられる更生管102を支持する部材である。この支持部材1は、本体部2と、本体部2を連結する複数の連結部材7とを有する。   The support member 1 is a member that supports the rehabilitation pipe 102 provided in the existing pipe 101 when filling the backfill material between the inner surface of the existing pipe 101 and the outer surface of the rehabilitation pipe 102. The support member 1 includes a main body 2 and a plurality of connecting members 7 that connect the main body 2.

図1(a)および図1(b)に示すように、本体部2は、弧状板3と、弧状板3の外面に立設された複数の突起部4とを有する。弧状板3は、既設管101の内面よりも大きい曲率を有する断面略半円形状に形成され、既設管101に取り付けられると更生管102の外径に対応する内径を有するものとなる。また、弧状板3は、更生管102の外周長の半周以上の周長を有する鋼板等により形成されている。弧状板3の軸方向の長さ(板幅)は、更生管102を構成する帯状部材の部材幅と同等または帯状部材の幅の2倍程度までの長さで形成することができる。   As shown in FIG. 1A and FIG. 1B, the main body 2 has an arc plate 3 and a plurality of protrusions 4 erected on the outer surface of the arc plate 3. The arcuate plate 3 is formed in a substantially semicircular cross section having a larger curvature than the inner surface of the existing pipe 101, and has an inner diameter corresponding to the outer diameter of the rehabilitated pipe 102 when attached to the existing pipe 101. Further, the arc-shaped plate 3 is formed of a steel plate or the like having a circumferential length that is equal to or greater than a half circumference of the outer circumferential length of the rehabilitated pipe 102. The length (plate width) in the axial direction of the arc-shaped plate 3 can be formed to be equal to the member width of the band-shaped member constituting the rehabilitation pipe 102 or up to about twice the width of the band-shaped member.

複数の突起部4は、弧状板3の外面に複数、軸方向に沿って突設されている。突起部4として、弧状板3の頂部と斜め上方には放射状リブ5が設けられている。これらの放射状リブ5は、鋼材等からなり、更生管102の軸心に対して放射状に立設されている。放射状リブ5の高さは、既設管101の内径および更生管102の外径、あるいは、弧状板3に対する配設位置に基づいて設定されている。放射状リブ5の高さは、例示の形態では、弧状板3の頂部のものが最も高く、弧状板3の左右端部ほど短くなるように形成されている。これらの放射状リブ5において、既設管101の内面に接触する辺縁部は、断面形状が略半円形となるように形成されている。   A plurality of protrusions 4 are provided on the outer surface of the arcuate plate 3 so as to protrude along the axial direction. As the protrusions 4, radial ribs 5 are provided obliquely above the top of the arc-shaped plate 3. These radial ribs 5 are made of steel or the like, and are erected radially with respect to the axis of the rehabilitation pipe 102. The height of the radial ribs 5 is set based on the inner diameter of the existing pipe 101 and the outer diameter of the rehabilitated pipe 102 or the arrangement position with respect to the arcuate plate 3. In the illustrated embodiment, the height of the radial rib 5 is highest at the top of the arc-shaped plate 3, and is formed such that the left and right ends of the arc-shaped plate 3 become shorter. In these radial ribs 5, the edge portions that contact the inner surface of the existing pipe 101 are formed so that the cross-sectional shape is a substantially semicircular shape.

弧状板3の外面の複数の突起部4として、軸方向から見て、少なくとも右側と左側とには、一対の連結用リブ(係合用突起部)6が設けられている。図1(b)に示すように、連結用リブ6は、弧状板3の周方向の両端部に設けられ、互いに対向するように、左右対称形に配置されている。放射状リブ5および連結用リブ6を含めたこれら複数の突起部4は、弧状板3の外面に均等に配置されている。   As the plurality of protrusions 4 on the outer surface of the arc-shaped plate 3, a pair of connecting ribs (engaging protrusions) 6 are provided at least on the right side and the left side when viewed from the axial direction. As shown in FIG. 1 (b), the connecting ribs 6 are provided at both ends in the circumferential direction of the arc-shaped plate 3, and are arranged symmetrically so as to face each other. The plurality of projections 4 including the radial ribs 5 and the connecting ribs 6 are equally arranged on the outer surface of the arc-shaped plate 3.

一対の連結用リブ6は、それぞれ弧状板3の軸方向の長さより延長して形成されている。図1(b)に示すように、連結用リブ6は、径方向の外方(側方)に開放する溝形の断面形状を有している。より詳細には、図4(a)に示すように、連結用リブ6は鋼板が断面コ字状に折曲され、上面板61、側面板62、および下面板63を備えて形成されている。   The pair of connecting ribs 6 is formed to extend from the length of the arc-shaped plate 3 in the axial direction. As shown in FIG. 1B, the connecting rib 6 has a groove-shaped cross-sectional shape that opens outward (side) in the radial direction. More specifically, as shown in FIG. 4A, the connecting rib 6 is formed by bending a steel plate into a U-shaped cross section and including an upper surface plate 61, a side surface plate 62, and a lower surface plate 63. .

連結用リブ6の両端部には、係合部64がそれぞれ設けられている。係合部64は、弧状板3の辺縁部よりも軸方向に突出した突出部として形成されている。   Engaging portions 64 are respectively provided at both ends of the connecting rib 6. The engaging portion 64 is formed as a protruding portion that protrudes in the axial direction from the edge portion of the arc-shaped plate 3.

例えば、弧状板3は、軸方向の長さが100〜200mmで形成され、例示の形態では140mmの長さを有する。これに対し、一対の連結用リブ6は、200mmの軸方向長さを有する。係合部64の突出長さは数十mmとされることが好ましく、例えば、140mmの軸方向長さを有する弧状板3の両端部から30mmずつ突出するように形成されている。   For example, the arc-shaped plate 3 is formed with an axial length of 100 to 200 mm, and has a length of 140 mm in the illustrated embodiment. On the other hand, the pair of connecting ribs 6 has an axial length of 200 mm. The protruding length of the engaging portion 64 is preferably several tens of mm. For example, the engaging portion 64 is formed so as to protrude 30 mm from both ends of the arc-shaped plate 3 having an axial length of 140 mm.

さらに、連結用リブ6は、径方向の外方へ突出し、既設管101の内面に当接する凸状部65と、凸状部65よりも径方向の内方へ凹んだ凹状部66とを有している。図1(a)に示す形態では、凹状部66は、連結用リブ6の上面板61と下面板63とが、曲線状に切り欠かれて、径方向の内方へ緩やかに凹んだ形状を有している。また、凹状部66は、連結用リブ6の軸方向の中心部を挟んで2箇所に設けられている。残る連結用リブ6の軸方向の中央部は、凹状部66よりも外方へ突出し、係合部64と同等の突出量により形成された凸状部65とされている。係合部64および中央部の凸状部65は、上面板61と下面板63の外縁部が面一となるように揃えて形成されている。   Further, the connecting rib 6 has a convex portion 65 that protrudes outward in the radial direction and contacts the inner surface of the existing pipe 101, and a concave portion 66 that is recessed inward in the radial direction from the convex portion 65. doing. In the form shown in FIG. 1 (a), the concave portion 66 has a shape in which the upper surface plate 61 and the lower surface plate 63 of the connecting rib 6 are notched in a curved shape and gently recessed inward in the radial direction. Have. In addition, the concave portions 66 are provided at two locations across the central portion of the connecting rib 6 in the axial direction. A central portion in the axial direction of the remaining connecting rib 6 protrudes outward from the concave portion 66, and is a convex portion 65 formed with a protruding amount equivalent to the engaging portion 64. The engaging portion 64 and the central convex portion 65 are formed so that the outer edge portions of the upper surface plate 61 and the lower surface plate 63 are flush with each other.

図2に示すように、支持部材1の本体部2は、弧状板3が既設管101の上半部に固定されて更生管102の上半部を保持するものとされる。弧状板3は、複数の突起部4(5,6)を介して既設管101の内面に支持される。特に、一対の連結用リブ6は、既設管101の内面に圧接されて弧状板3を既設管101の内面に支持する。これにより、本体部2は、既設管101の内面と更生管102の外面との間隔を一定に保ちつつ更生管102を支持するものとなる。   As shown in FIG. 2, the main body 2 of the support member 1 is configured such that the arc-shaped plate 3 is fixed to the upper half of the existing pipe 101 and holds the upper half of the rehabilitated pipe 102. The arcuate plate 3 is supported on the inner surface of the existing pipe 101 through the plurality of protrusions 4 (5, 6). In particular, the pair of connecting ribs 6 are pressed against the inner surface of the existing pipe 101 to support the arc-shaped plate 3 on the inner surface of the existing pipe 101. As a result, the main body 2 supports the rehabilitated tube 102 while keeping the distance between the inner surface of the existing tube 101 and the outer surface of the rehabilitated tube 102 constant.

また、連結用リブ6において、両端部の係合部64および中央部の凸状部65は、径方向の外縁部が面一に揃えられており、ともに既設管101の内面に当接する。一方、凹状部66は、既設管101の内面には接触せず、既設管101の内面との間に隙間を形成する。   Further, in the connecting rib 6, the engaging portions 64 at both ends and the convex portion 65 at the central portion are aligned at the outer edge in the radial direction, and both abut against the inner surface of the existing pipe 101. On the other hand, the concave portion 66 does not contact the inner surface of the existing pipe 101 and forms a gap with the inner surface of the existing pipe 101.

既設管101を更生する際、既設管101内には、軸方向に相互に間隔を設けて複数の本体部2が配設される。本体部2は、既設管101内の軸方向に隙間なく連続して配設されてもよいが、多数の本体部2が必要となってコストがかかり、作業手間もかかるうえ、管路の形状に対応することが困難となる。また、複数の本体部2を間隔を設けて配設する場合、更生管102を支持するため、それらの間隔をできるだけ詰めて配設することも考えられる。しかし、その場合にも、本体部2の設置数が多く、手間もコストもかかるという問題点がある。そこで、本発明では、弧状板3そのものの軸方向の長さは短くして本体部2の製造コストを抑えるとともに、本体部2同士の設置間隔を拡げて、本体部2同士を連結部材7により連結することで、上記問題点を解消させている。   When the existing pipe 101 is rehabilitated, a plurality of main body portions 2 are disposed in the existing pipe 101 at intervals in the axial direction. The main body 2 may be continuously arranged in the axial direction in the existing pipe 101 without a gap, but a large number of main bodies 2 are required, which is costly and labor-intensive, and the shape of the pipe line It becomes difficult to cope with. Moreover, when arrange | positioning the some main-body part 2 with a space | interval, in order to support the rehabilitation pipe | tube 102, it is also considered to arrange | position those spaces as close as possible. However, even in that case, there is a problem that the number of the main body units 2 is large, and it takes time and cost. Therefore, in the present invention, the length of the arc-shaped plate 3 itself in the axial direction is shortened to suppress the manufacturing cost of the main body part 2 and the installation interval between the main body parts 2 is increased, so that the main body parts 2 are connected to each other by the connecting member 7. By connecting, the above problems are solved.

図3に示すように、支持部材1における連結部材7は、一定の長さを有する棒状部材であり、両端部に、連結用リブ6の係合部64に対して取り付け可能な連結部74を備えている。本体部2の連結用リブ6および連結部材7は、それぞれ、単一の部材からなる。   As shown in FIG. 3, the connecting member 7 in the support member 1 is a rod-like member having a certain length, and connecting portions 74 that can be attached to the engaging portions 64 of the connecting rib 6 are provided at both ends. I have. Each of the connecting rib 6 and the connecting member 7 of the main body 2 is made of a single member.

例示の形態では、連結部材7は、一方に開放された溝形の断面形状を有しており、鋼材により形成されている。より詳細には、図4(a)に示すように、連結部材7は、鋼板が断面コ字状に折曲され、上面板71、側面板72、および下面板73を備えて形成されている。   In the illustrated embodiment, the connecting member 7 has a groove-shaped cross-sectional shape opened to one side, and is formed of a steel material. More specifically, as shown in FIG. 4A, the connecting member 7 is formed by bending a steel plate into a U-shaped cross section and including an upper surface plate 71, a side surface plate 72, and a lower surface plate 73. .

連結部材7は、径方向の外方へ突出して既設管101の内面に当接する凸状部75と、この凸状部75よりも径方向の内方へ凹んだ凹状部76とを有する。図3に示すように、凹状部76は、連結部材7の上面板71と下面板73とが、曲線状に切り欠かれて、径方向の内方へ緩やかに凹んだ形状を有している。凹状部76は、連結部材7の軸方向の中央部を挟んで2箇所に設けられている。残る連結部材7の軸方向の中央部は、凹状部76よりも外方へ突出する凸状部75とされている。凸状部75における上面板71と下面板73の外縁部は、ともに面一となるように揃えて形成されている。   The connecting member 7 includes a convex portion 75 that protrudes outward in the radial direction and contacts the inner surface of the existing pipe 101, and a concave portion 76 that is recessed inward in the radial direction from the convex portion 75. As shown in FIG. 3, the concave portion 76 has a shape in which the upper surface plate 71 and the lower surface plate 73 of the connecting member 7 are notched in a curved shape and are gradually recessed inward in the radial direction. . The concave portions 76 are provided at two locations across the central portion of the connecting member 7 in the axial direction. A central portion in the axial direction of the remaining connecting member 7 is a convex portion 75 that protrudes outward from the concave portion 76. The outer edge portions of the upper surface plate 71 and the lower surface plate 73 in the convex portion 75 are formed so as to be flush with each other.

連結部材7の両端部には、本体部2の連結用リブ6に連結される連結部74が備えられている。連結部74は、連結用リブ6の係合部64に対して、締まり嵌めにより連結するよう形成されている。図4(a)に示すように、連結部74は、溝形断面の内幅寸法(L1)が、連結用リブ6の係合部64の外幅寸法(L2)よりも僅かに小さい寸法により形成されている。   At both ends of the connecting member 7, connecting portions 74 connected to the connecting rib 6 of the main body 2 are provided. The connecting portion 74 is formed to be connected to the engaging portion 64 of the connecting rib 6 by an interference fit. As shown in FIG. 4A, the connecting portion 74 has a groove-shaped cross-sectional inner width dimension (L1) slightly smaller than the outer width dimension (L2) of the engaging portion 64 of the connecting rib 6. Is formed.

また、連結部材7における上面板71は、端縁部にかけて僅かに薄肉となるよう、内面側に傾斜面が設けられている。例示の形態では、連結部74の内幅寸法(L1)が14.9mmであるのに対して、連結部74の端縁部の内幅寸法(L3)は15.2mmとされている。また、連結用リブ6の係合部64の外幅寸法(L2)は15mmで形成されている。連結部材7および連結用リブ6の部材の厚みは、ともに2.3mmである。   Further, the upper surface plate 71 of the connecting member 7 is provided with an inclined surface on the inner surface side so as to be slightly thinned toward the end edge portion. In the illustrated embodiment, the inner width dimension (L1) of the connecting portion 74 is 14.9 mm, whereas the inner width dimension (L3) of the end edge portion of the connecting portion 74 is 15.2 mm. Further, the outer width dimension (L2) of the engaging portion 64 of the connecting rib 6 is 15 mm. The thicknesses of the connecting member 7 and the connecting rib 6 are both 2.3 mm.

これにより、連結部材7の連結部74は、連結用リブ6の係合部64に対して、既設管101の内面側から容易に嵌め込むことができるように構成されている。図4(b)に示すように、嵌め込まれた連結部材7の連結部74は、連結用リブ6の係合部64に対して締まり嵌めの状態で連結される。   Thereby, the connection part 74 of the connection member 7 is comprised so that it can be easily engage | inserted from the inner surface side of the existing pipe 101 with respect to the engagement part 64 of the rib 6 for connection. As shown in FIG. 4B, the coupling portion 74 of the coupling member 7 fitted is coupled to the engagement portion 64 of the coupling rib 6 in an interference fit state.

このような連結部材7において、両端部の連結部74および中央部の凸状部75は、径方向の外縁部が面一とされ、連結用リブ6に連結されたとき、ともに既設管101の内面に当接するものとなる。凸状部75は、更生管102の外面と既設管101の内面と相互間隔を保ち、凹状部76は、既設管101の内面には接触せず、既設管101の内面との間に隙間を形成する。また、連結部材7の側面板72は、更生管102の外面に当接する。   In such a connecting member 7, the connecting portion 74 at both ends and the convex portion 75 at the center are both flush with the outer peripheral edge in the radial direction and connected to the connecting rib 6. It comes into contact with the inner surface. The convex portion 75 keeps a space between the outer surface of the rehabilitated tube 102 and the inner surface of the existing tube 101, and the concave portion 76 does not contact the inner surface of the existing tube 101, and a gap is formed between the inner surface of the existing tube 101. Form. Further, the side plate 72 of the connecting member 7 contacts the outer surface of the rehabilitated tube 102.

この実施形態にあっては、弧状板3の外面に設けられた左右の連結用リブ6と、複数の連結部材7とが、弧状板3同士を連結するための連結手段とされている。かかる連結手段は、弧状板3の外面および更生管102の外面に沿って軸方向に配設されて弧状板3とともに更生管102を支持するものとなり、複数の弧状板3が、連結手段により相互に連結され、既設管101の管軸方向に間隔を設けて配置される。   In this embodiment, the left and right connecting ribs 6 provided on the outer surface of the arcuate plate 3 and the plurality of connecting members 7 serve as connecting means for connecting the arcuate plates 3 to each other. Such connecting means is disposed in the axial direction along the outer surface of the arc-shaped plate 3 and the outer surface of the rehabilitated tube 102 and supports the rehabilitated tube 102 together with the arc-shaped plate 3, and the plurality of arc-shaped plates 3 are mutually connected by the connecting means. Are arranged at intervals in the tube axis direction of the existing tube 101.

次に、支持部材1を用いて既設管101を更生する更生方法について説明する。図5は、支持部材1を用いた既設管101の更生方法を示す説明図であり、図6は、支持部材1による更生管102の支持状態を支持部材1の上方から見て示す説明図である。なお、図6においては、図面を見やすくするため、既設管101を断面ハッチングを入れて示すとともに、更生管102の外周面に現れる帯状部材103のラインを省略して示している。   Next, a rehabilitation method for rehabilitating the existing pipe 101 using the support member 1 will be described. FIG. 5 is an explanatory view showing a method for rehabilitating the existing pipe 101 using the support member 1, and FIG. 6 is an explanatory view showing the support state of the rehabilitation pipe 102 by the support member 1 as viewed from above the support member 1. is there. In FIG. 6, in order to make the drawing easier to see, the existing pipe 101 is shown with cross-sectional hatching, and the line of the strip-like member 103 that appears on the outer peripheral surface of the rehabilitation pipe 102 is omitted.

更生管102は、既設管101内で、図16に例示するような製管機105を用いて形成される。製管機105は、相互に連結された複数のリンク体106と、帯状部材103の側縁部同士を接合するための1本のローラ107と、帯状部材103を内周側からローラ107に向けて供給するピンチローラ108とを備えている。製管機105によって、長尺の帯状部材103は、螺旋状に巻回される。その過程で、先行する帯状部材103の側縁部に対して後続する帯状部材103の側縁部が内周側から導かれ、先行する帯状部材103の接合部に後続する帯状部材103の接合部が内面側から嵌合し、帯状部材103は順次、管状となる。   The rehabilitation pipe 102 is formed in the existing pipe 101 by using a pipe making machine 105 as illustrated in FIG. The pipe making machine 105 includes a plurality of link bodies 106 connected to each other, one roller 107 for joining the side edges of the band-shaped member 103, and the band-shaped member 103 facing the roller 107 from the inner peripheral side. And a pinch roller 108 to be supplied. The long belt-like member 103 is spirally wound by the pipe making machine 105. In the process, the side edge of the belt member 103 that follows the side edge of the belt member 103 is guided from the inner peripheral side, and the joint of the belt member 103 that follows the joint of the belt member 103 is preceded. Are fitted from the inner surface side, and the belt-like member 103 is sequentially tubular.

帯状部材103には、長手方向に沿って連続的に金属製の補強材が装着されている。例えば補強材は、帯板状の鋼板を断面略W字状に折曲して形成され、帯状部材103のリブ間に嵌め込まれている。これにより、形成する更生管102の強度および剛性が高められる。   A metal reinforcing material is continuously attached to the belt-like member 103 along the longitudinal direction. For example, the reinforcing material is formed by bending a strip-shaped steel plate into a substantially W-shaped cross section, and is fitted between the ribs of the strip-shaped member 103. Thereby, the strength and rigidity of the rehabilitation pipe 102 to be formed are increased.

既設管101の更生方法として、まず、既設管101内に支持部材1を設置する。すなわち、支持部材1の本体部2を、既設管101の管軸方向に設定間隔をおいて設置する。本体部2の設置は、水平器等を用いて既設管101の芯出しを行っておき、予め施したマーキングに対し、既設管101の内部で頂部方向に本体部2を押し当てるだけで容易に終えることができる。本体部2の設置間隔は、更生管102の管径にもよるが、例えば、支持部材1の弧状板3同士の軸方向の間隔を概ね500〜1000mmに設定することができる。弧状板3の軸方向の長さは、前記のとおり100〜200mmであるので、管路1m当たりの弧状板3の設置数を1以下とすることができる。   As a method for rehabilitating the existing pipe 101, first, the support member 1 is installed in the existing pipe 101. That is, the main body 2 of the support member 1 is installed at a set interval in the pipe axis direction of the existing pipe 101. The main body 2 can be easily installed by centering the existing pipe 101 using a leveling device or the like, and pressing the main body 2 in the top direction inside the existing pipe 101 against a pre-marked marking. Can finish. Although the installation interval of the main body 2 depends on the diameter of the rehabilitated tube 102, for example, the axial interval between the arcuate plates 3 of the support member 1 can be set to approximately 500 to 1000 mm. Since the length of the arcuate plate 3 in the axial direction is 100 to 200 mm as described above, the number of arcuate plates 3 installed per 1 m of the pipe line can be 1 or less.

本体部2同士は、図3に示したように、2本の連結部材7を用いて相互に連結することができる。すなわち、連結部材7を、本体部2の連結用リブ6の連結部74に結合させ、軸方向に間隔を設けて配設する複数の弧状板3を相互に連結する。連結作業は、既設管101内に設置した2つの本体部2に対して、既設管101の内側から、連結用リブ6の係合部64と、連結部材7の連結部74とを嵌め合わせる簡単な作業だけで済む。連結部材7の連結部74を、連結用リブ6に嵌め込むだけで、両者は締まり嵌め状態で連結される。   The main body portions 2 can be connected to each other using two connecting members 7 as shown in FIG. That is, the connecting member 7 is coupled to the connecting portion 74 of the connecting rib 6 of the main body 2, and the plurality of arc-shaped plates 3 arranged at intervals in the axial direction are connected to each other. The connecting operation is easy to fit the engaging part 64 of the connecting rib 6 and the connecting part 74 of the connecting member 7 from the inside of the existing pipe 101 to the two main body parts 2 installed in the existing pipe 101. It only takes a lot of work. By simply fitting the connecting portion 74 of the connecting member 7 into the connecting rib 6, both are connected in an interference fit state.

これにより、複数の本体部2を既設管101の管軸方向に沿って、所定の間隔で配設していくことができる。また、支持部材1の設置に要する作業は極めて容易であり、作業工数が少なく、短時間で対象管路全体に設置することができる。   Thereby, the plurality of main body portions 2 can be arranged at predetermined intervals along the tube axis direction of the existing tube 101. Moreover, the operation | work required for installation of the supporting member 1 is very easy, there are few work processes, and it can install in the whole object pipe line in a short time.

次いで、既設管101内で製管機105を組み立てる。既設管101内に帯状部材103を引き込んで製管機105に供給し、製管機105を駆動する。製管機105は既設管101の軸心回りに公転し、帯状部材103を螺旋状に巻き回す。これにより、隣接した帯状部材103の接合部同士を互いに接合し、支持部材1の弧状板3に内接させながら更生管102を形成する。さらに、更生管102の先頭に、後続する帯状部材103を、順次供給していき、更生管102を付加的に形成する。   Next, the pipe making machine 105 is assembled in the existing pipe 101. The belt-like member 103 is drawn into the existing pipe 101 and supplied to the pipe making machine 105 to drive the pipe making machine 105. The pipe making machine 105 revolves around the axis of the existing pipe 101 and winds the belt-like member 103 spirally. Thereby, the joining part of the adjacent strip | belt-shaped member 103 is mutually joined, and the rehabilitation pipe | tube 102 is formed, making the arc-shaped board 3 of the supporting member 1 inscribed. Further, the subsequent strip member 103 is sequentially supplied to the top of the rehabilitation pipe 102, and the rehabilitation pipe 102 is additionally formed.

図5に示すように、製管機105により形成された更生管102は、既設管101内で回転することなく、そのまま配設される。支持部材1は、更生管102の外面との間で摩擦抵抗を生じることがなく、位置ずれしたり移動したりすることもない。弧状板3は、既設管101内で固定されており、更生管102の上半部に安定的に配置されている。更生管102は、上半部が弧状板3に内接しながら形成され、本体部2および連結部材7に外方から保持された状態となる。   As shown in FIG. 5, the rehabilitation pipe 102 formed by the pipe making machine 105 is arranged as it is without rotating in the existing pipe 101. The support member 1 does not generate frictional resistance with the outer surface of the rehabilitation pipe 102, and does not shift or move. The arcuate plate 3 is fixed in the existing pipe 101 and is stably disposed in the upper half of the rehabilitated pipe 102. The rehabilitating tube 102 is formed while the upper half is inscribed in the arc-shaped plate 3 and is held by the main body 2 and the connecting member 7 from the outside.

弧状板3は、更生管102の上半部に接触し、更生管102の周長の半周以上にわたって外面に当接する。連結部材7は、本体部2同士を相互に連結するだけでなく、その側面板72が更生管102の外面に接触して更生管102を支持する。更生管102は、軸方向の左右両側部を弧状板3または連結部材7に保持されて固定される。連結部材7は、軸方向の左右両側に配設されるので、更生管102が弧状板3と接しない範囲にあっても、更生管102の外面を軸方向の左右両側から保持する。   The arcuate plate 3 is in contact with the upper half of the rehabilitated tube 102 and abuts on the outer surface over a half of the circumference of the rehabilitated tube 102. The connecting member 7 not only connects the main body portions 2 to each other but also supports the rehabilitating tube 102 by the side plate 72 coming into contact with the outer surface of the rehabilitating tube 102. The rehabilitating tube 102 is fixed by holding the left and right side portions in the axial direction on the arcuate plate 3 or the connecting member 7. Since the connecting member 7 is disposed on both the left and right sides in the axial direction, the outer surface of the rehabilitated tube 102 is held from both the left and right sides in the axial direction even in a range where the rehabilitated tube 102 does not contact the arcuate plate 3.

更生管102は、本体部2および連結部材7を介して既設管101内に支持され、既設管101の内面との間隔を一定に保つとともに、適正な断面形状を保持して変形が防がれる。   The rehabilitation pipe 102 is supported in the existing pipe 101 via the main body 2 and the connecting member 7, keeps the distance from the inner surface of the existing pipe 101 constant, and maintains an appropriate cross-sectional shape to prevent deformation. .

また、図6に示すように、更生管102の上方から見ると、軸方向の左右両側では、連結用リブ6の凸状部65と、連結部材7の凸状部75とが既設管101の内面に接触して更生管102を支持する。更生管102の左右両側に配設された一対の連結用リブ6においては、両端部の係合部64に連結部材7の連結部74が締まり嵌め状態で既設管101の内面に当接している。連結用リブ6の凹状部66は、既設管101の内面に接触せずに、既設管101の内面との間に隙間を形成している。連結部材7の凹状部76も、既設管101の内面に接触せずに、既設管101の内面との間に隙間を形成している。   Further, as shown in FIG. 6, when viewed from above the rehabilitation pipe 102, the convex portion 65 of the connecting rib 6 and the convex portion 75 of the connecting member 7 are formed on the left and right sides in the axial direction of the existing pipe 101. The rehabilitation tube 102 is supported in contact with the inner surface. In the pair of connecting ribs 6 disposed on the left and right sides of the rehabilitated pipe 102, the connecting parts 74 of the connecting member 7 are in contact with the inner surface of the existing pipe 101 in a state of being tightly fitted to the engaging parts 64 at both ends. . The concave portion 66 of the connecting rib 6 does not contact the inner surface of the existing tube 101 and forms a gap with the inner surface of the existing tube 101. The concave portion 76 of the connecting member 7 does not contact the inner surface of the existing pipe 101 and forms a gap with the inner surface of the existing pipe 101.

既設管101の更生区間の全長にわたって、更生管102を形成したならば、既設管101の更生区間の両端部を閉止する。その後、既設管101の内面と更生管102の外面との間隙に、モルタル等の裏込め材104を注入し充填する。図7に示すように、裏込め材104が硬化することにより、既設管101と更生管102とが一体化し、既設管101を更生することができる。   If the rehabilitation pipe 102 is formed over the entire length of the rehabilitation section of the existing pipe 101, both ends of the rehabilitation section of the existing pipe 101 are closed. Thereafter, a backfilling material 104 such as mortar is injected and filled into the gap between the inner surface of the existing tube 101 and the outer surface of the rehabilitated tube 102. As shown in FIG. 7, when the backfill material 104 is cured, the existing pipe 101 and the renovated pipe 102 are integrated, and the existing pipe 101 can be rehabilitated.

裏込め材104を注入する際、更生管102の上方から既設管101との隙間に段階的に注入し、更生管102の下方へ流入させて順に充填していく。図6に示したように、左右の連結用リブ6の凹状部66と、連結部材7の凹状部76は、既設管101の内面に接触せずに、既設管101の内面との間に隙間を形成している。このため、注入した裏込め材104は、これらの隙間を通って下方へ流入し、流動性および充填性が阻害されない。   When the backfill material 104 is injected, it is injected in a stepwise manner from above the rehabilitation pipe 102 into the gap between the existing pipe 101 and flows downwardly into the rehabilitation pipe 102 to be filled in order. As shown in FIG. 6, the concave portions 66 of the left and right connecting ribs 6 and the concave portions 76 of the connecting member 7 are not in contact with the inner surface of the existing tube 101 and are not spaced from the inner surface of the existing tube 101. Is forming. For this reason, the injected backfill material 104 flows downward through these gaps, and fluidity and filling properties are not hindered.

裏込め材104を注入することによって、更生管102に浮力が作用し、既設管101内で更生管102が浮き上がろうとする。しかし、更生管102は支持部材1によって既設管101に支持されている。このため、更生管102は浮き上がることがなく、既設管101との間隙を裏込め材104の注入前と変わらず一定に維持する。   By injecting the backfill material 104, buoyancy acts on the rehabilitated pipe 102, and the rehabilitated pipe 102 attempts to rise in the existing pipe 101. However, the rehabilitation pipe 102 is supported by the existing pipe 101 by the support member 1. For this reason, the rehabilitation pipe | tube 102 does not float, but maintains the gap | interval with the existing pipe | tube 101 as it is before injection | pouring of the backfill material 104, and is constant.

また、更生管102は、弧状板3に上方から挟み込むように保持され、連結部材7により軸方向の左右両側が保持されている。このため、下方から段階的に裏込め材104が注入され、更生管102に浮力が作用しても、既設管101内で浮き上がることなく固定される。また、更生管102は全長にわたって、軸方向の左右両側部が、既設管101との間に適正な間隔を保ちつつ本体部2または連結部材7に支持されている。   Further, the rehabilitation pipe 102 is held so as to be sandwiched by the arc-shaped plate 3 from above, and the right and left sides in the axial direction are held by the connecting member 7. For this reason, the backfill material 104 is injected stepwise from below, and even if buoyancy acts on the rehabilitation pipe 102, it is fixed without being lifted in the existing pipe 101. Further, the rehabilitating pipe 102 is supported by the main body part 2 or the connecting member 7 while maintaining an appropriate distance between the left and right side parts in the axial direction over the entire length with the existing pipe 101.

しかも、更生管102は、外周の上部側の約半周以上にわたって支持部材1の弧状板3に接触しており、この弧状板3は複数の突起部4を介して既設管101の上半部に支持されている。弧状板3は、更生管102を管軸方向から見て、更生管102の左右の外側面を挟むように配置されている。   Moreover, the rehabilitating tube 102 is in contact with the arc-shaped plate 3 of the support member 1 over about a half circumference on the upper side of the outer periphery, and this arc-shaped plate 3 is connected to the upper half of the existing tube 101 via the plurality of protrusions 4. It is supported. The arcuate plate 3 is disposed so as to sandwich the left and right outer surfaces of the rehabilitated tube 102 when the rehabilitated tube 102 is viewed from the tube axis direction.

これにより、図7に示すように、更生管102の断面形状を真円形状のまま変形させることなく、適正な形状に保った状態で、裏込め材104を注入し、充填することができる。   Accordingly, as shown in FIG. 7, the backfill material 104 can be injected and filled in a state in which the rehabilitation pipe 102 is maintained in an appropriate shape without being deformed in a perfect circular shape.

裏込め材104の硬化後、支持部材1を撤去する必要はなく、そのまま既設管101内に埋設する。支持部材1が更生管102を安定的に支持した状態のまま、裏込め材104は硬化される。支持部材1は、更生管102の上半部に一体化する。更生管102の外面には、支持部材1の弧状板3および連結部材7が一体となって固定されるので、更生管102の剛性が高められ、十分な強度を有する管路を形成することができる。   After the backfill material 104 is cured, the support member 1 does not need to be removed and is embedded in the existing pipe 101 as it is. The backfilling material 104 is cured while the support member 1 stably supports the rehabilitation tube 102. The support member 1 is integrated with the upper half of the rehabilitation pipe 102. Since the arc-shaped plate 3 and the connecting member 7 of the support member 1 are integrally fixed to the outer surface of the rehabilitation pipe 102, the rigidity of the rehabilitation pipe 102 can be increased and a conduit having sufficient strength can be formed. it can.

また、既設管101に一体化された更生管102にあっては、断面形状の品質を上げることができるので、更生管102としての強度を十分に担保され、耐久性に富み、排水能力を向上させることができる。   Moreover, in the rehabilitation pipe | tube 102 integrated with the existing pipe | tube 101, since the quality of a cross-sectional shape can be raised, the intensity | strength as the rehabilitation pipe | tube 102 is fully ensured, it is rich in durability, and drainage capacity is improved. Can be made.

既設管101の更生に際して、更生管102の内部には、従来の支保工装置(図17参照)のような障害物が存在しない。そのため、既設管101内の水位が上昇することはなく、施工上の制約を減らすことができる。急激な水位の上昇が予想される場合には、既設管101内に障害物のない通路が確保されているので、作業者は既設管101内から速やかに退避することができる。   When the existing pipe 101 is rehabilitated, there is no obstacle inside the rehabilitation pipe 102 as in the conventional support device (see FIG. 17). Therefore, the water level in the existing pipe 101 does not rise, and construction restrictions can be reduced. When a sudden rise in the water level is expected, a passage free of obstacles is secured in the existing pipe 101, so that the operator can quickly evacuate from the existing pipe 101.

支持部材1は、既設管101にアンカーボルト等を打ち込むなどの手間のかかる作業を要しない。そのため、支持部材1を極めて簡単に安定的に固定することができる。既設管101の内面は、腐食等によって損傷していたり、肉厚が減少していたりするが、どのような既設管101の内面に対しても、支持部材1を作業性よく確実に設置することができる。   The support member 1 does not require time-consuming work such as driving anchor bolts or the like into the existing pipe 101. Therefore, the support member 1 can be fixed very easily and stably. The inner surface of the existing pipe 101 is damaged by corrosion or the like, or the thickness is reduced. However, the supporting member 1 should be installed with good workability on any inner surface of the existing pipe 101. Can do.

更生管102の支持部材1として、連結部材7は、図3に示した形態以外にも多様な形態にて構成することができる。図8は、連結部材7の例を示す斜視図である。   As the support member 1 of the rehabilitation pipe 102, the connecting member 7 can be configured in various forms other than the form shown in FIG. FIG. 8 is a perspective view showing an example of the connecting member 7.

例えば、図8(a)に示すように、連結部材7の連結部74に、上面板71および下面板73に貫通するボルト孔741を設けてもよい。同様に、連結用リブ6の係合部64にもボルト孔を設け、連結部74と係合部64とに互いに重なり合うボルト孔を備えさせる。これにより、連結部材7の連結部74と連結用リブ6の係合部64とをボルト連結し、本体部2同士を連結することができる。   For example, as shown in FIG. 8A, a bolt hole 741 that penetrates the upper surface plate 71 and the lower surface plate 73 may be provided in the connection portion 74 of the connection member 7. Similarly, the engaging portion 64 of the connecting rib 6 is also provided with a bolt hole, and the connecting portion 74 and the engaging portion 64 are provided with overlapping bolt holes. Thereby, the connecting portion 74 of the connecting member 7 and the engaging portion 64 of the connecting rib 6 can be connected by bolts, and the main body portions 2 can be connected to each other.

また、図8(b)に示すように、連結部材7の連結部74を略角筒状に形成してもよい。この場合、連結部74を、連結用リブ6の係合部64の外形に対応させて形成し、係合部64に対して軸方向に差し込んで外嵌させる。これにより、本体部2同士を連結部材7により連結することができる。   Moreover, as shown in FIG.8 (b), you may form the connection part 74 of the connection member 7 in a substantially rectangular tube shape. In this case, the connecting portion 74 is formed so as to correspond to the outer shape of the engaging portion 64 of the connecting rib 6, and is inserted into the engaging portion 64 in the axial direction to be externally fitted. Thereby, the main body portions 2 can be connected to each other by the connecting member 7.

図8(c)および図8(d)に示す例では、連結部材7の連結部74は断面溝形状であり、係合部64に対して締まり嵌めされる点は、図3に示した形態と同様である。ただし、これらの連結部材7は、凹状部76において、上面板71および下面板73を備えず、側面板72のみで構成されている。図8(c)に示す連結部材7は、凸状部75が両端部の連結部74と同様の溝形状の断面形状を有する。図8(d)に示す連結部材7は、凸状部75として略円柱形状の突起が側面板72に設けられている。かかる凸状部75も、前記の形態と同様に、両端部の連結部74と外縁部が面一となるように形成され、既設管101の内面に当接し、更生管102の外面と既設管101の相互内面との間隔を保つ作用をなす。   In the example shown in FIG. 8C and FIG. 8D, the connecting portion 74 of the connecting member 7 has a cross-sectional groove shape, and the point of being tightly fitted to the engaging portion 64 is the form shown in FIG. It is the same. However, these connecting members 7 are configured by only the side plate 72 without the upper surface plate 71 and the lower surface plate 73 in the concave portion 76. In the connecting member 7 shown in FIG. 8C, the convex portion 75 has a groove-shaped cross-sectional shape similar to the connecting portions 74 at both ends. In the connecting member 7 shown in FIG. 8D, a substantially cylindrical protrusion is provided on the side plate 72 as the convex portion 75. Similarly to the above-described embodiment, the convex portion 75 is formed so that the connecting portions 74 and the outer edge portions of both ends are flush with each other, abuts on the inner surface of the existing pipe 101, and the outer surface of the renovated pipe 102 and the existing pipe It acts to keep the distance between the inner surfaces of 101.

このような多様な形態に係る連結部材7によっても、複数の本体部2同士を相互に連結するとともに、更生管102と既設管101との両方に接して連結部材7を配設することができるので、更生管102の強度を管軸方向に一様に向上させることができ、その結果、本体部2の設置間隔を拡げることが可能となる。   Also with the connecting member 7 according to such various forms, the plurality of main body portions 2 can be connected to each other, and the connecting member 7 can be disposed in contact with both the rehabilitated pipe 102 and the existing pipe 101. Therefore, the strength of the rehabilitated tube 102 can be improved uniformly in the tube axis direction, and as a result, the installation interval of the main body 2 can be increased.

上述のとおり、更生管102の支持部材1を用いて既設管101の更生することで、従来の更生方法と比較して、格段に工期を短縮化することができる。支持部材1は極めて簡単な作業で既設管101に設置することができるので、更生管102の製管前に、短期間で設置することが可能である。また、裏込め材104の注入時には、支持部材1によって更生管102が安定的に保持されるので、手間がかからず短期間で効率よく注入および充填作業を終えることができる。裏込め材104の硬化後、支持部材1を撤去するなどの作業は不要であり、そのまま仕上げ作業に入ることができる。このように作業工数が格段に低減されることから、作業者の人数も少なくて済む。   As described above, by rehabilitating the existing pipe 101 using the support member 1 of the rehabilitated pipe 102, the construction period can be significantly shortened as compared with the conventional rehabilitation method. Since the support member 1 can be installed on the existing pipe 101 by an extremely simple operation, it can be installed in a short period of time before the renovated pipe 102 is manufactured. Moreover, since the rehabilitation pipe | tube 102 is stably hold | maintained by the supporting member 1 at the time of injection | pouring of the backfilling material 104, an injection | pouring and filling operation | work can be completed in a short period of time without an effort. After the backfill material 104 is cured, an operation such as removing the support member 1 is unnecessary, and the finishing operation can be started as it is. Since the number of work steps is thus greatly reduced, the number of workers can be reduced.

これに対し、従来の方法では、更生管102を製管後に、複数の支保工装置を設置しなければならず、手間と時間とを要していた。その後の裏込め材104の注入時には、更生管102内に支保工装置が存在するので、作業の迅速化を妨げ、更生管102の変形や浮上に注意しながら作業を進めなければならなかった。裏込め材104の硬化後には、図13に示したような支保工装置110の撤去作業に加えて、支保材111の抜取り跡を閉塞する作業も必要となり、手間と時間を要していた。   On the other hand, in the conventional method, after the rehabilitation pipe 102 is manufactured, a plurality of support devices must be installed, which requires labor and time. At the time of injection of the backfill material 104 after that, since a support device exists in the rehabilitation pipe 102, it was necessary to proceed with the work while preventing the speeding up of the work and paying attention to the deformation and floating of the rehabilitation pipe 102. After the backing material 104 is cured, in addition to the removal work of the support device 110 as shown in FIG. 13, a work for closing the extraction trace of the support material 111 is also required, which takes time and effort.

本実施形態に係る更生管102の支持部材1により、更生作業における前記の作業手間が不要となり、既設管101の更生にかかる各作業工程に要する時間が格段に短くなり、大幅に工期を短縮化することができる。また、連結部材7に連結された複数の本体部2が、軸方向に沿って均等に配置されるので裏込め材104の注入によっても、隣接する支持部材1の間で更生管102が膨出したり変形したりすることを防止できる。   The support member 1 of the rehabilitation pipe 102 according to the present embodiment eliminates the need for the work in the rehabilitation work, significantly reduces the time required for each work process for rehabilitation of the existing pipe 101, and greatly shortens the work period. can do. Further, since the plurality of main body portions 2 connected to the connecting member 7 are evenly arranged along the axial direction, the rehabilitation pipe 102 bulges between the adjacent support members 1 even when the backfill material 104 is injected. Or deformation.

また、支持部材1は、管軸方向から見て更生管102の全長にわたって左右の外側面を含んで更生管102を保持し、弧状板3が更生管102を挟み込むように配置されるので、更生管102に作用する浮力によって更生管102が浮上したり変形したりするのを効果的に防止して、適正な断面形状を保つことができる。更生後の管路には、十分な強度と排水能力とを備えさせることができる。   Further, since the support member 1 is disposed so as to hold the rehabilitation pipe 102 including the left and right outer surfaces over the entire length of the rehabilitation pipe 102 when viewed from the tube axis direction, and the arcuate plate 3 sandwiches the rehabilitation pipe 102, the rehabilitation pipe It is possible to effectively prevent the rehabilitation tube 102 from rising or deforming due to the buoyancy acting on the tube 102, and to maintain an appropriate cross-sectional shape. The pipeline after rehabilitation can be provided with sufficient strength and drainage capacity.

(実施形態2)
本発明に係る更生管102の支持部材1として、以下のような形態とすることも可能である。図9は、実施形態2に係る支持部材1を模式的に示しており、図9(a)は支持部材1の側面図、図9(b)は支持部材1における連結状態を示す側面図である。
(Embodiment 2)
The support member 1 of the rehabilitation pipe 102 according to the present invention can be configured as follows. FIG. 9 schematically shows the support member 1 according to the second embodiment. FIG. 9A is a side view of the support member 1, and FIG. 9B is a side view showing a connected state of the support member 1. is there.

なお、以下に示す実施形態2、3に係る支持部材1は、連結手段の構成において前記実施形態1とは異なっており、弧状板3および放射状リブ5等の構成については共通である。そのため、以下の説明では、連結手段の構成について詳述し、実施形態1と共通する他の構成については共通符号を用いて重複する説明を省略する。   In addition, the support member 1 which concerns on Embodiment 2 and 3 shown below differs from the said Embodiment 1 in the structure of a connection means, About the structure of the arc-shaped board 3, the radial rib 5, etc., is common. Therefore, in the following description, the structure of a connection means is explained in full detail, and about the other structure which is common in Embodiment 1, the overlapping description is abbreviate | omitted using a common code | symbol.

図9(a)に示す支持部材1は、連結手段として、本体部2の弧状板3の左右の外面に、軸方向に延びる棒状の連結部材8が取り付けられている。連結部材8は、軸方向から見て、弧状板3の右側と左側であって、弧状板3の周方向の両端部に設けられ、互いに対向するように、左右対称形に配置されている。連結部材8は、一端部が弧状板3の外面に一体に取り付けられ、他端部が弧状板3の軸方向に延設した自由端となされている。連結部材8そのものの構造は、実施形態1において図3および図8各図に示した形態に係る連結部材7と同様とすることができ、凸状部75および凹状部76を有するように形成される。連結部材8は、一端部と他端部とが互いに連結可能な構造を有し、他の弧状板3に備えられた連結部材8と互いに連結可能とされている。   The support member 1 shown in FIG. 9A is provided with rod-like connecting members 8 extending in the axial direction on the left and right outer surfaces of the arc-shaped plate 3 of the main body 2 as connecting means. The connecting members 8 are provided on the right and left sides of the arc-shaped plate 3 when viewed from the axial direction, at both ends in the circumferential direction of the arc-shaped plate 3, and are arranged symmetrically so as to face each other. One end of the connecting member 8 is integrally attached to the outer surface of the arc-shaped plate 3, and the other end is a free end extending in the axial direction of the arc-shaped plate 3. The structure of the connecting member 8 itself can be the same as that of the connecting member 7 according to the embodiment shown in FIGS. 3 and 8 in the first embodiment, and is formed to have a convex part 75 and a concave part 76. The The connecting member 8 has a structure in which one end and the other end can be connected to each other, and can be connected to the connecting member 8 provided on the other arc-shaped plate 3.

図9(b)に示すように、本体部2同士は、弧状板3の左右外面に延びる2本の連結部材8を用いて相互に連結することができる。すなわち、連結部材8の他端部を、他の本体部2の連結部材8の一端部に結合させ、複数の弧状板3を相互に連結する。弧状板3は相互に間隔を設けて軸方向に配設されるものとなる。連結作業は、例えば既設管101内に設置した弧状板3に対して、他の弧状板3を軸方向に移動させつつ、連結部材8同士を連結するようにする。   As shown in FIG. 9B, the main body portions 2 can be connected to each other by using two connecting members 8 extending on the left and right outer surfaces of the arc-shaped plate 3. That is, the other end portion of the connecting member 8 is coupled to one end portion of the connecting member 8 of the other main body portion 2 to connect the plurality of arcuate plates 3 to each other. The arcuate plates 3 are arranged in the axial direction with a space between each other. In the connecting operation, for example, the connecting members 8 are connected to each other while the other arc-shaped plate 3 is moved in the axial direction with respect to the arc-shaped plate 3 installed in the existing pipe 101.

連結部材8同士は、一端部と他端部とが締まり嵌めの状態で連結され、または、略角筒状、略円筒状、または溝形状の連結部を備えて一端部と他端部とが軸方向に嵌挿されて連結される。連結された連結部材8は、弧状板3の外面で、放射状リブ5とともに、既設管101の内面と更生管102の外面との間隔を保つ突起部4の作用を兼ね備えることができる。また、連結部材8は、既設管101に接して更生管102を支持するものとなる。   The connecting members 8 are connected with one end and the other end being in an interference fit, or provided with a connecting portion having a substantially rectangular tube shape, a substantially cylindrical shape, or a groove shape, and the one end portion and the other end portion are provided. It is inserted and connected in the axial direction. The connected connecting member 8 can have the function of the protrusion 4 that keeps the distance between the inner surface of the existing tube 101 and the outer surface of the rehabilitated tube 102 together with the radial rib 5 on the outer surface of the arc-shaped plate 3. The connecting member 8 is in contact with the existing pipe 101 and supports the rehabilitated pipe 102.

これにより、複数の弧状板3を既設管101の管軸方向に沿って、所定の間隔で配設していくことができる。また、支持部材1の設置に要する作業は極めて容易であり、作業工数が少なく、短時間で対象管路全体に設置することができる。   Thereby, the several arc-shaped board 3 can be arrange | positioned at predetermined intervals along the pipe-axis direction of the existing pipe | tube 101. FIG. Moreover, the operation | work required for installation of the supporting member 1 is very easy, there are few work processes, and it can install in the whole object pipe line in a short time.

(実施形態3)
図10は実施形態3に係る支持部材1を模式的に示しており、図10(a)は支持部材1の側面図、図10(b)は支持部材1における連結状態を示す側面図である。また、図11は実施形態3に係る支持部材1の変形例を示し、図11(a)は支持部材1の側面図、図11(b)は支持部材1における連結状態を示す側面図である。
(Embodiment 3)
FIG. 10 schematically shows the support member 1 according to the third embodiment. FIG. 10A is a side view of the support member 1 and FIG. 10B is a side view showing a connected state of the support member 1. . 11 shows a modified example of the support member 1 according to the third embodiment. FIG. 11 (a) is a side view of the support member 1, and FIG. 11 (b) is a side view showing a connected state of the support member 1. .

図10(a)に示す支持部材1は、弧状板3の連結手段として、弧状板3の左右の外面に係合用突起部9が設けられるとともに、係合用突起部9に連結される連結部を軸方向の端部に備えた連結部材8を有している。係合用突起部9は、実施形態1の連結用リブ6とは異なり、弧状板3の軸方向の長さよりも短く形成され、弧状板3の幅方向の略中央部に配設されている。   The support member 1 shown in FIG. 10A is provided with engaging protrusions 9 on the left and right outer surfaces of the arcuate plate 3 as connecting means for the arcuate plate 3 and connecting portions connected to the engaging protrusions 9. It has the connection member 8 with which the edge part of the axial direction was equipped. Unlike the connecting rib 6 of the first embodiment, the engaging protrusion 9 is formed shorter than the length of the arc-shaped plate 3 in the axial direction, and is disposed at a substantially central portion in the width direction of the arc-shaped plate 3.

連結部材8は、一定の長さを有する棒状部材であり、両端部に、係合用突起部9に対して取り付け可能な連結部(例えば連結部74と同様)を備えている。図10(b)に示すように、連結部材8は、弧状板3の外面の係合用突起部9に連結され、複数の弧状板3にまたがるように配設される。この場合も、連結部材8は、実施形態1において図3および図8各図に示した形態と同様とすることができ、また、凸状部75および凹状部76を有することが好ましい。係合用突起部9にも、凸状部65および凹状部76が設けられてもよい。   The connecting member 8 is a rod-like member having a certain length, and is provided with connecting portions (for example, similar to the connecting portion 74) that can be attached to the engaging projections 9 at both ends. As shown in FIG. 10B, the connecting member 8 is connected to the engaging protrusion 9 on the outer surface of the arc-shaped plate 3 and is disposed so as to straddle the plurality of arc-shaped plates 3. Also in this case, the connecting member 8 can be the same as that shown in FIGS. 3 and 8 in the first embodiment, and preferably has a convex portion 75 and a concave portion 76. The engaging protrusion 9 may also be provided with a convex portion 65 and a concave portion 76.

係合用突起部9に連結された連結部材8は、弧状板3の外面で、放射状リブ5とともに、既設管101の内面と更生管102の外面との間隔を保つように作用する。また、連結部材8は、既設管101に接して更生管102を支持する。   The connecting member 8 connected to the engaging projection 9 acts on the outer surface of the arc-shaped plate 3 together with the radial ribs 5 so as to keep a space between the inner surface of the existing tube 101 and the outer surface of the rehabilitated tube 102. Further, the connecting member 8 supports the rehabilitated tube 102 in contact with the existing tube 101.

このように、図10(a)および図10(b)に示す形態では、連結部材8が放射状リブ5と同様に弧状板3の突起部4を兼ねるよう構成されている。これに対し、図11(a)に示す支持部材1は、弧状板3の外面の複数の突起部4として、弧状板3の周方向の両端部にも軸方向に沿って突起部4が設けられている。弧状板3の外面には、これらの突起部4に加えて、さらに係合用突起部9が設けられている。係合用突起部9は、軸方向から見て、弧状板3の左右の外面に左右対称形に配置されている。また、係合用突起部9は、弧状板3の軸方向の長さよりも短く形成され、弧状板3の幅方向の略中央部に配設されている。   Thus, in the form shown in FIGS. 10A and 10B, the connecting member 8 is configured to also serve as the protruding portion 4 of the arcuate plate 3 like the radial rib 5. On the other hand, the support member 1 shown in FIG. 11A is provided with a plurality of protrusions 4 along the axial direction at both ends in the circumferential direction of the arc-shaped plate 3 as a plurality of protrusions 4 on the outer surface of the arc-shaped plate 3. It has been. In addition to these protrusions 4, an engagement protrusion 9 is further provided on the outer surface of the arc-shaped plate 3. The engaging protrusions 9 are arranged symmetrically on the left and right outer surfaces of the arcuate plate 3 when viewed from the axial direction. Further, the engaging protrusion 9 is formed shorter than the length of the arc-shaped plate 3 in the axial direction, and is disposed at a substantially central portion of the arc-shaped plate 3 in the width direction.

連結部材8は、両端部に連結部(例えば連結部74と同様)を備える。図11(b)に示すように、連結部材8を係合用突起部9に連結することで、複数の弧状板3を相互に間隔を設けた状態で連結することができる。連結部材8は、複数の弧状板3にまたがるように軸方向に配設される。   The connecting member 8 includes connecting portions (for example, the same as the connecting portion 74) at both ends. As shown in FIG. 11 (b), by connecting the connecting member 8 to the engaging projection 9, the plurality of arcuate plates 3 can be connected in a state where they are spaced from each other. The connecting member 8 is disposed in the axial direction so as to straddle the plurality of arcuate plates 3.

連結部材8と係合用突起部9とは、締まり嵌めの状態で連結され、または、連結部材8の略角筒状、略円筒状、もしくは溝形状の連結部が、係合用突起部9に軸方向に嵌挿されることで連結される。連結部材8は、既設管101に接して更生管102を支持するものとなる。   The connecting member 8 and the engaging protrusion 9 are connected in an interference-fitted state, or the connecting member 8 having a substantially rectangular tube shape, substantially cylindrical shape, or groove shape is connected to the engaging protrusion portion 9 as a shaft. It is connected by being inserted in the direction. The connecting member 8 is in contact with the existing pipe 101 and supports the rehabilitated pipe 102.

これにより、複数の弧状板3を既設管101の管軸方向に沿って、所定の間隔で配設していくことができる。また、支持部材1の設置に要する作業は極めて容易であり、作業工数が少なく、短時間で対象管路全体に設置することができる。   Thereby, the several arc-shaped board 3 can be arrange | positioned at predetermined intervals along the pipe-axis direction of the existing pipe | tube 101. FIG. Moreover, the operation | work required for installation of the supporting member 1 is very easy, there are few work processes, and it can install in the whole object pipe line in a short time.

(実施形態4)
図12は実施形態4に係る支持部材1を示す斜視図である。また、図13および図14は実施形態4の変形例を示し、図13は支持部材1の配設形態を模式的に示す上面図であり、図14は支持部材1の他の配設形態を模式的に示す上面図である。
(Embodiment 4)
FIG. 12 is a perspective view showing the support member 1 according to the fourth embodiment. 13 and 14 show a modification of the fourth embodiment, FIG. 13 is a top view schematically showing the arrangement of the support member 1, and FIG. 14 shows another arrangement of the support member 1. As shown in FIG. It is a top view showing typically.

なお、実施形態4に係る支持部材1は、前記実施形態1または3に対し、本体部2の弧状板3の外面の突起部4の構成と連結手段の構成において異なっており、弧状板3そのものの構成については共通である。そのため、以下の説明では、実施形態4の特徴的構成につい詳述し、上記実施形態と共通するその他の構成については共通符号を用いて重複する説明を省略する。   The support member 1 according to the fourth embodiment is different from the first or third embodiment in the configuration of the protrusion 4 on the outer surface of the arc-shaped plate 3 of the main body 2 and the configuration of the connecting means, and the arc-shaped plate 3 itself. The configuration is the same. Therefore, in the following description, the characteristic configuration of the fourth embodiment will be described in detail, and the description of other configurations common to the above-described embodiment will be omitted by using common reference numerals.

本体部2において、弧状板3の外面に立設された複数の突起部4は、いずれも弧状板3の軸方向(板幅)の長さよりも長さが短いものであり、弧状板3の軸方向の略中央部に設けられている。また、これらの突起部4は、軸方向から見て、左右対称形となるように均等に配置されている。図12に示す例では、突起部4は、弧状板3の外面に、外方に向けて突設された軸部41と、軸部41に取り付けられて取付位置を調整可能な当接部42とを備える。   In the main body 2, the plurality of protrusions 4 erected on the outer surface of the arcuate plate 3 are all shorter than the length of the arcuate plate 3 in the axial direction (plate width). It is provided at a substantially central portion in the axial direction. Moreover, these protrusion parts 4 are equally arrange | positioned so that it may become a left-right symmetric shape seeing from an axial direction. In the example shown in FIG. 12, the projecting portion 4 includes a shaft portion 41 projecting outward on the outer surface of the arc-shaped plate 3, and a contact portion 42 attached to the shaft portion 41 and having an adjustable mounting position. With.

軸部41は、円柱状の突起であり、外周面に図示しない雄ねじが設けられている。軸部41の長さは、既設管101と更生管102との間隔に対応させて設定され、弧状板3の頂部に設けた軸部41が最も長く、軸方向から見て左右の外面に設けられた軸部41が最も短いものとなされている。   The shaft portion 41 is a columnar protrusion, and a male screw (not shown) is provided on the outer peripheral surface. The length of the shaft portion 41 is set corresponding to the distance between the existing tube 101 and the rehabilitated tube 102, and the shaft portion 41 provided at the top of the arcuate plate 3 is the longest, and is provided on the left and right outer surfaces as viewed from the axial direction. The shaft portion 41 thus formed is the shortest.

軸部41には、当接部42としてナットが螺合されている。軸部41の長さに対応し、当接部42の軸方向の長さも、弧状板3の頂部に配設されるものが最も長く、長ナットが螺合されており、軸方向から見て左右の外面に配設されるものが最も短い。   A nut is screwed onto the shaft portion 41 as a contact portion 42. Corresponding to the length of the shaft portion 41, the length of the contact portion 42 in the axial direction is also the longest that is disposed on the top of the arc-shaped plate 3, and the long nut is screwed in. The one arranged on the left and right outer surfaces is the shortest.

これにより、図7に示した形態と同様に、更生管102と既設管101との間に本体部2が配設された支持部材1は、更生管102の断面形状を真円形状に保つように作用し、更生管102を支持する。   Thereby, like the form shown in FIG. 7, the support member 1 in which the main body 2 is disposed between the rehabilitation pipe 102 and the existing pipe 101 maintains the cross-sectional shape of the rehabilitation pipe 102 in a perfect circle shape. To support the rehabilitation tube 102.

また、実施形態4に係る支持部材1では、既設管101に本体部2を設置したとき、突起部4の軸方向の長さを調節して、弧状板3の配設位置を調整することができる。すなわち、軸部41に螺合した当接部42を回して、軸部41に対する当接部42の螺合位置を調整する。当接部42の先端を既設管101に押し当てるようにして当接部42を固定することで、既設管101の内面に弧状板3を支持することができ、更生管102と既設管101との間に保持力を作用させることができる。このため、本体部2を適正な位置に配設することができ、位置ずれ等を防止することができる。   Further, in the support member 1 according to the fourth embodiment, when the main body portion 2 is installed on the existing pipe 101, the arrangement position of the arc-shaped plate 3 can be adjusted by adjusting the axial length of the protruding portion 4. it can. That is, the contact portion 42 screwed to the shaft portion 41 is rotated to adjust the screwing position of the contact portion 42 with respect to the shaft portion 41. By fixing the abutting portion 42 so that the tip of the abutting portion 42 is pressed against the existing pipe 101, the arc-shaped plate 3 can be supported on the inner surface of the existing pipe 101, and the regenerated pipe 102, the existing pipe 101, A holding force can be applied between the two. For this reason, the main-body part 2 can be arrange | positioned in an appropriate position, and position shift etc. can be prevented.

複数の突起部4のうち、軸方向から見て、右側と左側とに設けられた突起部4は、連結手段として、連結部材8との係合用突起部9とすることができる。この場合、連結手段としての連結部材8は、図12に示すように、所定の長さを有する帯板状部材からなり、外面81に凸状部82として円柱状の複数の突起が設けられている。連結部材8の外面81は、凸状部82に対して凹状部83として作用する。連結部材8の軸方向の両端部には、係合用突起部9に連結される連結部84が備えられている。連結部84は、係合用突起部9の軸部41に係合する鉤状の切欠部として形成されている。   Among the plurality of protrusions 4, the protrusions 4 provided on the right side and the left side when viewed from the axial direction can be the protrusions 9 for engagement with the connection member 8 as connection means. In this case, as shown in FIG. 12, the connecting member 8 as the connecting means is formed of a band plate-like member having a predetermined length, and a plurality of cylindrical protrusions are provided on the outer surface 81 as convex portions 82. Yes. The outer surface 81 of the connecting member 8 acts as a concave portion 83 with respect to the convex portion 82. At both ends of the connecting member 8 in the axial direction, connecting portions 84 connected to the engaging protrusions 9 are provided. The connecting portion 84 is formed as a bowl-shaped notch that engages with the shaft portion 41 of the engaging projection 9.

かかる連結部材8において、連結部材8が係合用突起部9に連結されると、複数の凸状部82は、ともに既設管101の内面に当接するものとなる。凸状部82は、更生管102の外面と既設管101の内面と相互間隔を保ち、凹状部83(外面81)は、既設管101の内面には接触せず、既設管101の内面との間に隙間を形成し、裏込め材充填用の流路となる。   In the connecting member 8, when the connecting member 8 is connected to the engaging protrusion 9, the plurality of convex portions 82 come into contact with the inner surface of the existing pipe 101. The convex portion 82 keeps a space between the outer surface of the rehabilitated tube 102 and the inner surface of the existing tube 101, and the concave portion 83 (outer surface 81) does not contact the inner surface of the existing tube 101, and is in contact with the inner surface of the existing tube 101. A gap is formed between them to provide a flow path for filling the backfill material.

支持部材1の設置に際しては、弧状板3を配設し、突起部4の突出量を調整した後、連結部材8を係合用突起部9に結合させ、複数の弧状板3を相互に連結する。連結作業は、既設管101内に設置した弧状板3に対して、既設管101の内側から、連結部材8の連結部84を突起部4の軸部41に差し込み、係合させる簡単な作業だけで済む。   When installing the support member 1, the arc-shaped plate 3 is disposed, and after adjusting the protruding amount of the protruding portion 4, the connecting member 8 is coupled to the engaging protruding portion 9 to connect the plurality of arc-shaped plates 3 to each other. . The connecting operation is only a simple operation for inserting and engaging the connecting portion 84 of the connecting member 8 into the shaft portion 41 of the protruding portion 4 from the inside of the existing tube 101 with respect to the arc-shaped plate 3 installed in the existing tube 101. Just do it.

これにより、複数の本体部2を既設管101の管軸方向に沿って、所定の間隔で配設していくことができる。また、支持部材1の設置に要する作業は極めて容易であり、作業工数が少なく、短時間で対象管路全体に設置することができる。   Thereby, the plurality of main body portions 2 can be arranged at predetermined intervals along the tube axis direction of the existing tube 101. Moreover, the operation | work required for installation of the supporting member 1 is very easy, there are few work processes, and it can install in the whole object pipe line in a short time.

ここで、複数の連結部材8として、軸方向から見て、左右に配設される連結部材8の軸方向の長さが互いに異なるものを用いてもよい。これにより、相互に間隔を設けて配置する本体部2の弧状板3を、連結部材8の長さが短い方に軸を傾けて配設することができる。図13に示すように、長さの異なる連結部材8を用いることで、既設管101の管路曲がり部に沿うように、複数の本体部2を配設することが可能となる。   Here, as the plurality of connecting members 8, members having different lengths in the axial direction of the connecting members 8 arranged on the left and right as viewed from the axial direction may be used. As a result, the arc-shaped plates 3 of the main body 2 that are arranged with a space between each other can be disposed with the axis inclined toward the shorter length of the connecting member 8. As shown in FIG. 13, by using the connecting members 8 having different lengths, it is possible to dispose a plurality of main body portions 2 along the pipe bending portion of the existing pipe 101.

また、複数の連結部材8として、軸方向の長さが異なるものを用いることに加え、連結部材8が弾性を有して曲げ変形可能であるものを用いてもよい。例えば、連結部材8は、弾性を有する板状バネ鋼やアルミ板材などの金属板材により形成することができる。また、連結部材8は、PE、PVC、PC等の合成樹脂系材料製の板材、またはカーボン繊維、ガラス繊維等の繊維材で強化された繊維強化樹脂製の板材により形成されてもよい。これにより、図14に示すように、複数の本体部2を既設管101の管路曲がり部に沿って配設することができる。   Moreover, in addition to using the thing from which the length of an axial direction differs as the some connection member 8, you may use the connection member 8 which has elasticity and can be bent and deformed. For example, the connecting member 8 can be formed of a metal plate material such as elastic plate-shaped spring steel or aluminum plate material. The connecting member 8 may be formed of a plate material made of a synthetic resin material such as PE, PVC, or PC, or a plate material made of fiber reinforced resin reinforced with a fiber material such as carbon fiber or glass fiber. Thereby, as shown in FIG. 14, the plurality of main body portions 2 can be arranged along the pipeline bend portion of the existing pipe 101.

本実施形態に係る更生管102の支持部材1によっても、既設管101の更生にかかる各作業工程に要する時間が格段に短くなり、大幅に工期を短縮化することができ、裏込め材104の注入によっても、更生管102が膨出したり変形したりするのを防止することができる。   Also with the support member 1 of the rehabilitated pipe 102 according to the present embodiment, the time required for each work process for rehabilitation of the existing pipe 101 can be remarkably shortened, and the construction period can be greatly shortened. It is possible to prevent the rehabilitation tube 102 from expanding and deforming even by the injection.

また、支持部材1は、管軸方向から見て更生管102の全長にわたって左右の外側面を含んで更生管102を保持し、弧状板3が更生管102を挟み込むように配置されるので、更生管102に作用する浮力によって更生管102が浮上したり変形したりするのを効果的に防止して、適正な断面形状を保つことができる。更生後の管路には、十分な強度と排水能力とを備えさせることができる。   Further, since the support member 1 is disposed so as to hold the rehabilitation pipe 102 including the left and right outer surfaces over the entire length of the rehabilitation pipe 102 when viewed from the tube axis direction, and the arcuate plate 3 sandwiches the rehabilitation pipe 102, the rehabilitation pipe It is possible to effectively prevent the rehabilitation tube 102 from rising or deforming due to the buoyancy acting on the tube 102, and to maintain an appropriate cross-sectional shape. The pipeline after rehabilitation can be provided with sufficient strength and drainage capacity.

(その他の実施形態)
本発明は上記実施形態に限定されるものではなく、既設管101の内面と更生管102の外面との間に裏込め材104を充填するにあたり既設管101内に設けられ、更生管102の外周長の半周以上の周長を有する弧状板3に、既設管101の内面と更生管102の外面との間隔を保つ複数の突起部4を備え、連結部材8で連結される構成であれば他の構成であってもよい。突起部4は、更生管102の管径等を考慮して多様な位置に設けることができる。これらの突起部4の形状および大きさは、それぞれ上述の形態に限定されるものではなく、例えば丸パイプ、角パイプ等のどのような形状であってもよい。また、支持部材1を構成する各部は、鋼板または鉄板等の金属系材料により形成されるに限らず、必要強度を備えた合成樹脂系材料により形成されてもよい。
(Other embodiments)
The present invention is not limited to the above embodiment, and is provided in the existing pipe 101 when the backfill material 104 is filled between the inner surface of the existing pipe 101 and the outer surface of the rehabilitated pipe 102, and the outer periphery of the rehabilitated pipe 102. As long as the arc-shaped plate 3 having a circumference longer than a half circumference is provided with a plurality of protrusions 4 that keep the distance between the inner surface of the existing pipe 101 and the outer surface of the rehabilitated pipe 102 and connected by the connecting member 8 It may be configured as follows. The protrusion 4 can be provided at various positions in consideration of the diameter of the rehabilitation pipe 102 and the like. The shape and size of the protrusions 4 are not limited to the above-described forms, and may be any shape such as a round pipe or a square pipe. Moreover, each part which comprises the supporting member 1 is not only formed with metal-type materials, such as a steel plate or an iron plate, but may be formed with the synthetic resin-type material provided with required intensity | strength.

さらに、図15に示すように、支持部材1の弧状板3を、既設管101内の下部側に固定して用いる構成であってもよい。弧状板3を既設管101の底部に支持させていることにより、更生管102を既設管101の頂部に接して配設することができる。この場合、裏込め材を充填する際に更生管102に作用する浮力を、更生管102に接する既設管101の頂部内面で負担して浮上を防止するとともに、更生管102の下部側を支持する支持部材1により更生管102の変形を防止する。さらに、更生管102が既設管101の底部から浮上した状態で支持されるので、更生管102の底部の高さを、弧状板3と既設管101との間隔を調整することによって設定することができ、更生管路の勾配補正を行うことも可能となる。   Furthermore, as shown in FIG. 15, the arcuate plate 3 of the support member 1 may be fixed to the lower side in the existing pipe 101 and used. By supporting the arc-shaped plate 3 on the bottom of the existing pipe 101, the rehabilitated pipe 102 can be disposed in contact with the top of the existing pipe 101. In this case, the buoyancy acting on the rehabilitation pipe 102 when filling the backfilling material is borne by the inner surface of the top of the existing pipe 101 in contact with the rehabilitation pipe 102 to prevent ascent and support the lower side of the rehabilitation pipe 102. The support member 1 prevents the rehabilitation tube 102 from being deformed. Furthermore, since the rehabilitated pipe 102 is supported in a state of floating from the bottom of the existing pipe 101, the height of the bottom of the rehabilitated pipe 102 can be set by adjusting the distance between the arc-shaped plate 3 and the existing pipe 101. It is also possible to correct the slope of the rehabilitation pipeline.

また、更生管を形成する製管機にあっては、図9に例示した製管機105であるに限らず、長尺の帯状部材103を螺旋状に巻回しつつ、先行する帯状部材103の側縁部に対して後続する帯状部材103の側縁部を内周側から導いて相互に接合する方式の製管機であれば、どのように構成されてもよい。そのため、上述の実施形態は単なる例示にすぎず、主要な特徴から逸脱することなく、他の様々な形態で実施することができる。   In addition, the pipe making machine for forming the rehabilitation pipe is not limited to the pipe making machine 105 illustrated in FIG. Any pipe making machine may be used as long as the side edge of the band-like member 103 that follows the side edge is guided from the inner peripheral side and joined to each other. Therefore, the above-described embodiment is merely an example, and can be implemented in various other forms without departing from the main features.

本発明は、老朽化した既設管を短期間で効率よく更生するのに好適に利用可能である。   INDUSTRIAL APPLICABILITY The present invention can be suitably used for efficiently rehabilitating an aged existing pipe in a short period of time.

1 支持部材
2 本体部
3 弧状板
4 突起部
5 放射状リブ
6 連結用リブ(係合用突起部)
61 上面板
62 側面板
63 下面板
64 係合部
65 凸状部
66 凹状部
7 連結部材
71 上面板
72 側面板
73 下面板
74 連結部
75 凸状部
76 凹状部
8 連結部材
82 凸状部
9 係合用突起
101 既設管
102 更生管
103 帯状部材
104 裏込め材
105 製管機
DESCRIPTION OF SYMBOLS 1 Support member 2 Main-body part 3 Arc-shaped board 4 Projection part 5 Radial rib 6 Connecting rib (engagement projection part)
61 upper surface plate 62 side surface plate 63 lower surface plate 64 engagement portion 65 convex portion 66 concave portion 7 connecting member 71 upper surface plate 72 side surface plate 73 lower surface plate 74 connecting portion 75 convex portion 76 concave portion 8 connecting member 82 convex portion 9 Protrusion for engagement 101 Existing pipe 102 Rehabilitation pipe 103 Strip member 104 Backfill material 105 Pipe making machine

Claims (12)

既設管の内面と更生管の外面との間に裏込め材を充填するにあたり既設管内に設けられる更生管の支持部材であって、
更生管の外周長の半周以上の周長を有して既設管内の上部側または下部側に固定される弧状板と、弧状板の外面に配設され既設管の内面と更生管の外面との間隔を保つ複数の突起部とを有し、
弧状板は、軸方向から見て少なくとも右側と左側とに、弧状板同士を連結するための連結手段を備えており、
連結手段は、弧状板の外面および更生管の外面に沿って延設されて弧状板とともに更生管を支持し、
複数の弧状板が前記連結手段により相互に連結されて、既設管の管軸方向に間隔を設けて配置されることを特徴とする更生管の支持部材。
A support member for a rehabilitation pipe provided in the existing pipe when filling the backfilling material between the inner surface of the existing pipe and the outer surface of the rehabilitation pipe,
An arc-shaped plate having a circumference longer than the outer circumference of the rehabilitated pipe and fixed to the upper side or the lower side of the existing pipe, and an inner surface of the existing pipe disposed on the outer surface of the arc-shaped plate and the outer surface of the rehabilitated pipe A plurality of protrusions that maintain a spacing,
The arcuate plate is provided with connecting means for connecting the arcuate plates at least on the right side and the left side when viewed from the axial direction,
The connecting means extends along the outer surface of the arcuate plate and the outer surface of the rehabilitation pipe and supports the rehabilitation pipe together with the arcuate plate,
A support member for a rehabilitated pipe, wherein a plurality of arc-shaped plates are connected to each other by the connecting means and are arranged at intervals in the pipe axis direction of the existing pipe.
請求項1に記載の更生管の支持部材において、
連結手段として、弧状板の左右の外面に、軸方向に延びる連結部材が設けられ、各連結部材は他の弧状板に備えられた連結部材と互いに連結可能な構造を有することを特徴とする更生管の支持部材。
In the rehabilitation pipe support member according to claim 1,
As the connecting means, connecting members extending in the axial direction are provided on the left and right outer surfaces of the arc-shaped plate, and each connecting member has a structure that can be connected to a connecting member provided on another arc-shaped plate. Tube support member.
請求項1に記載の更生管の支持部材において、
連結手段として、弧状板の左右の外面に係合用突起部が設けられるとともに、係合用突起部に連結される連結部を軸方向の端部に備えた連結部材を有しており、複数の連結部材が管路の長手方向に沿って配設されることを特徴とする更生管の支持部材。
In the rehabilitation pipe support member according to claim 1,
As the connecting means, the engaging projections are provided on the left and right outer surfaces of the arc-shaped plate, and the connecting member is provided with a connecting member connected to the engaging protrusion at the end in the axial direction. A member for supporting a rehabilitation pipe, wherein the member is disposed along a longitudinal direction of the pipe line.
請求項3に記載の更生管の支持部材において、
係合用突起部は、軸方向の長さが弧状板の軸方向の長さより長く設けられ、両端部に弧状板よりも軸方向に突出した係合部を備えることを特徴とする更生管の支持部材。
In the rehabilitation pipe support member according to claim 3,
The engaging protrusion is provided with an axial length longer than the axial length of the arcuate plate, and provided with engaging portions that protrude in the axial direction from the arcuate plate at both ends. Element.
請求項3に記載の更生管の支持部材において、
係合用突起部は、軸方向の長さが弧状板の軸方向の長さよりも短く設けられ、連結部材は複数の弧状板にまたがるように配設されることを特徴とする更生管の支持部材。
In the rehabilitation pipe support member according to claim 3,
The engaging protrusion is provided with a length in the axial direction shorter than the length in the axial direction of the arcuate plate, and the connecting member is disposed so as to straddle the plurality of arcuate plates. .
請求項3〜5のいずれか一つの請求項に記載の更生管の支持部材であって、
連結部材は、係合用突起部の係合部に対して締まり嵌めの状態で連結されることを特徴とする更生管の支持部材。
The rehabilitation pipe support member according to any one of claims 3 to 5,
A rehabilitating pipe support member, wherein the connecting member is connected to the engaging portion of the engaging protrusion in an interference-fitted state.
請求項3〜5のいずれか一つの請求項に記載の更生管の支持部材であって、
連結部材および係合用突起部は、互いに重なり合うボルト孔を備えて、連結部材と係合用突起部とがボルト連結されることを特徴とする更生管の支持部材。
The rehabilitation pipe support member according to any one of claims 3 to 5,
The connecting member and the engaging protrusion include bolt holes that overlap each other, and the connecting member and the engaging protrusion are bolt-connected to each other.
請求項3〜5のいずれか一つの請求項に記載の更生管の支持部材であって、
連結部材は略角筒状、略円筒状、または溝形状の連結部を備え、係合用突起部に対して軸方向に嵌挿されて、連結部材と係合用突起部とが連結されることを特徴とする更生管の支持部材。
The rehabilitation pipe support member according to any one of claims 3 to 5,
The connecting member is provided with a connecting portion having a substantially rectangular tube shape, substantially cylindrical shape, or groove shape, and is inserted into the engaging projection portion in the axial direction so that the connecting member and the engaging projection portion are connected. A rehabilitating tube support member characterized.
請求項3〜8のいずれか一つの請求項に記載の更生管の支持部材であって、
複数の連結部材は、軸方向の長さが異なるものを含み、既設管の管路曲がり部に沿って弧状板を配設することを特徴とする更生管の支持部材。
A rehabilitation pipe support member according to any one of claims 3 to 8,
A plurality of connecting members include members having different lengths in the axial direction, and an arcuate plate is disposed along a bent portion of a pipe of an existing pipe.
請求項9に記載の更生管の支持部材であって、
連結部材は弾性を有して既設管の管路曲がり部に沿って曲げ変形可能とされたことを特徴とする更生管の支持部材。
A rehabilitation pipe support member according to claim 9,
A rehabilitating pipe support member characterized in that the connecting member has elasticity and can be bent and deformed along a bent portion of the existing pipe.
請求項3〜10のいずれか一つの請求項に記載の更生管の支持部材であって、
係合用突起部は、径方向の外方へ突出して既設管の内面に当接する凸状部と、この凸状部よりも径方向の内方へ凹んだ凹状部とを有し、
凸状部が更生管の外面と既設管の内面との間隔を保ち、凹状部が更生管の外面と既設管の内面との間で裏込め材の流通用の隙間を形成することを特徴とする更生管の支持部材。
A rehabilitation pipe support member according to any one of claims 3 to 10,
The engaging protrusion has a convex portion that protrudes outward in the radial direction and contacts the inner surface of the existing pipe, and a concave portion that is recessed inward in the radial direction from the convex portion,
The convex part keeps the space between the outer surface of the rehabilitated pipe and the inner surface of the existing pipe, and the concave part forms a gap for circulation of the backfill material between the outer surface of the rehabilitated pipe and the inner surface of the existing pipe. Support member for rehabilitation pipe.
請求項2〜11のいずれか一つの請求項に記載の更生管の支持部材であって、
連結部材は、径方向の外方へ突出して既設管の内面に当接する凸状部と、この凸状部よりも径方向の内方へ凹んだ凹状部とを有し、
凸状部が更生管の外面と既設管の内面との間隔を保ち、凹状部が更生管の外面と既設管の内面との間で裏込め材の流通用の隙間を形成することを特徴とする更生管の支持部材。
The rehabilitation pipe support member according to any one of claims 2 to 11,
The connecting member has a convex portion protruding outward in the radial direction and contacting the inner surface of the existing pipe, and a concave portion recessed inward in the radial direction from the convex portion,
The convex part keeps the space between the outer surface of the rehabilitated pipe and the inner surface of the existing pipe, and the concave part forms a gap for circulation of the backfill material between the outer surface of the rehabilitated pipe and the inner surface of the existing pipe. Support member for rehabilitation pipe.
JP2015015653A 2015-01-29 2015-01-29 Support member of rehabilitation pipe Pending JP2016141930A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019183632A (en) * 2018-04-04 2019-10-24 積水化学工業株式会社 Rehabilitation pipe levitation prevention device
JP2021055807A (en) * 2019-10-02 2021-04-08 日本ノーディッグテクノロジー株式会社 Spacer for pipe rehabilitation
KR20210071493A (en) * 2019-12-06 2021-06-16 주식회사 뉴보텍 Pipe making equipment for old pipe and old pipe rehabilitation method using the same

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019183632A (en) * 2018-04-04 2019-10-24 積水化学工業株式会社 Rehabilitation pipe levitation prevention device
JP7245102B2 (en) 2018-04-04 2023-03-23 積水化学工業株式会社 Anti-floating device for rehabilitating pipes
JP2021055807A (en) * 2019-10-02 2021-04-08 日本ノーディッグテクノロジー株式会社 Spacer for pipe rehabilitation
KR20210071493A (en) * 2019-12-06 2021-06-16 주식회사 뉴보텍 Pipe making equipment for old pipe and old pipe rehabilitation method using the same
KR102441516B1 (en) * 2019-12-06 2022-09-07 주식회사 뉴보텍 Pipe making equipment for old pipe and old pipe rehabilitation method using the same

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