JP2023094034A - Cover member used for covering structure of rehabilitation pipe, construction method of rehabilitation pipe using cover member, and rehabilitation pipe - Google Patents

Cover member used for covering structure of rehabilitation pipe, construction method of rehabilitation pipe using cover member, and rehabilitation pipe Download PDF

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JP2023094034A
JP2023094034A JP2021209240A JP2021209240A JP2023094034A JP 2023094034 A JP2023094034 A JP 2023094034A JP 2021209240 A JP2021209240 A JP 2021209240A JP 2021209240 A JP2021209240 A JP 2021209240A JP 2023094034 A JP2023094034 A JP 2023094034A
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pipe
cover member
gap
existing pipe
panel portion
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直也 石橋
Naoya Ishibashi
賢 竹下
Masaru Takeshita
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Takiron Co Ltd
CI Takironcivil Corp
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CI Takironcivil Corp
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Abstract

To provide, in repairing of an existing pipe, a cover member used for a covering structure of a rehabilitation pipe for smoothly carrying out a work for covering a gap between the existing pipe to be repaired and an inner surface material in a short time even in a case where the existing pipe is a large sized pipe and a case of construction work in a state of very high flow speed, and to provide a construction method of the rehabilitation pipe using the cover member, and the rehabilitation pipe.SOLUTION: A cover member 4 used for a covering structure of a rehabilitation pipe 1 comprises: a first panel portion 41 in contact with an inner peripheral surface of an existing pipe P; and a second panel portion 42 installed to stand from the first panel portion 41 toward a pipe center side of the rehabilitation pipe 1. The first panel portion 41 is fixed to the existing pipe P, and the second panel portion 42 covers a gap between the existing pipe P and an inner surface material 2 at an end portion of the inner surface material 2.SELECTED DRAWING: Figure 1

Description

本発明は、既設管を補修するための更生管の被覆構造に用いるカバー部材並びにそのカバー部材を用いる更生管の構築方法及び更生管に関するものである。 TECHNICAL FIELD The present invention relates to a cover member used in a rehabilitating pipe covering structure for repairing an existing pipe, a rehabilitating pipe constructing method using the cover member, and a rehabilitating pipe.

従来、老朽化した下水道管等の既設管を補修するために、既設管の内面を内面材で全面的に覆う既設管の補修構造(更生管)が数多く提案されている(例えば、特許文献1~7参照。)。 Conventionally, in order to repair existing pipes such as aged sewage pipes, many proposals have been made for repair structures for existing pipes (rehabilitation pipes) in which the inner surface of the existing pipe is entirely covered with an inner surface material (for example, Patent Document 1 ~7.).

ところで、上記既設管の補修において、内面材と既設管の間隙に充填材を充填する際に、内面材の端部から未硬化の充填材が漏出しないように、既設管と内面材との間隙を被覆する必要がある(例えば、特許文献5~7参照。)。
そして、既設管と内面材との間隙(管口)を被覆するために、レジンパテ、モルタル等のシール剤を用いて手塗りで管口を塞ぐようにする方法(例えば、特許文献6参照。)や、板材、土嚢、ブロック、発泡樹脂材料等からなる汎用部材やモルタルバッグ等の膨張資材を用いて管口を塞ぐようにする方法(例えば、特許文献7参照。)が採用されていた。
By the way, in the repair of the existing pipe, when filling the gap between the inner surface material and the existing pipe with the filler, the gap between the existing pipe and the inner surface material should be should be coated (see, for example, Patent Documents 5 to 7).
Then, in order to cover the gap (pipe mouth) between the existing pipe and the inner surface material, a sealing agent such as resin putty or mortar is used to manually seal the pipe mouth (see, for example, Patent Document 6). Alternatively, a method of closing the pipe mouth using general-purpose members made of plates, sandbags, blocks, foamed resin materials, etc., or expansion materials such as mortar bags (see, for example, Patent Document 7) was adopted.

特開2002-310378号公報Japanese Patent Application Laid-Open No. 2002-310378 特開2006-316539号公報JP 2006-316539 A 特許第5746443号公報Japanese Patent No. 5746443 特開2017-198305号公報JP 2017-198305 A 特開2017-178669号公報JP 2017-178669 A 特開2014-77261号公報JP 2014-77261 A 特開2011-106537号公報JP 2011-106537 A

ところで、補修対象の既設管が大型管の場合、内面材と既設管の間隙が広くなるため、既設管と内面材との間隙(管口)を被覆するために用いられている上記の従来方法では、作業が困難となったり、作業時間が大幅に増加するという問題があり、手作業で管口を塞ぐ方法の場合、間隙を埋めるために用いるモルタル等が、管奥側及び左右に流れやすく、特に管口上部の作業に困難を伴うという問題があった。
このほか、特に、水量が多い状態や非常に速い流速状態での工事の場合、レジンパテ、モルタル等のシール剤を用いて手塗りで管口を塞ぐようにする方法は採用できず、汎用部材や膨張資材を用いる場合でも、流水下における各資材の確実な固定が難しかった。
By the way, when the existing pipe to be repaired is a large pipe, the gap between the inner surface material and the existing pipe becomes wide. However, in the case of manually closing the pipe mouth, the mortar used to fill the gap tends to flow to the inner part of the pipe and to the left and right. In particular, there was a problem that work on the upper part of the pipe mouth was accompanied by difficulties.
In addition, especially in the case of construction work with a large amount of water or a very high flow rate, it is not possible to adopt a method of closing the pipe mouth by hand using a sealant such as resin putty or mortar. Even when using expansive materials, it was difficult to reliably fix each material under running water.

本発明は、このような実情に鑑みてなされたもので、既設管の補修において、補修対象の既設管が大型管の場合や水量が多い状態や非常に速い流速状態での工事の場合でも、既設管と内面材との間隙を被覆する作業を円滑かつ短時間で行うことができるようにするための更生管の被覆構造に用いるカバー部材並びにそのカバー部材を用いる更生管の構築方法及び更生管を提供することを目的とする。 The present invention has been made in view of such circumstances. A cover member used in a rehabilitating pipe covering structure for enabling the work of covering the gap between the existing pipe and the inner surface material to be performed smoothly and in a short time, and a rehabilitating pipe constructing method and rehabilitating pipe using the cover member intended to provide

上記目的を達成するため、本発明の更生管の被覆構造に用いるカバー部材は、
既設管の内側に配置される内面材と、前記内面材と前記既設管の間隙に充填する充填材と、前記内面材の端部において前記既設管と前記内面材との前記間隙を被覆する被覆構造とを備えてなる更生管の前記被覆構造に用いるカバー部材であって、
前記カバー部材は、
前記既設管の内周面に接する第一のパネル部と、
前記第一のパネル部から前記更生管の管心側に立設する第二のパネル部と
を備え、
前記第一のパネル部が、前記既設管に固定するようにされ、
前記第二のパネル部が、前記間隙を被覆するようにしている
ことを特徴とする。
In order to achieve the above object, the cover member used in the rehabilitating pipe covering structure of the present invention comprises:
An inner surface material arranged inside an existing pipe, a filler filling a gap between the inner surface material and the existing pipe, and a coating covering the gap between the existing pipe and the inner surface material at an end of the inner surface material. A cover member used in the covering structure of a rehabilitating pipe, comprising:
The cover member is
a first panel portion in contact with the inner peripheral surface of the existing pipe;
a second panel portion erected from the first panel portion toward the core of the rehabilitating pipe,
The first panel section is fixed to the existing pipe,
The second panel section covers the gap.

この場合において、前記カバー部材は、前記第二のパネル部から前記更生管の管奥側に延び、前記内面材に接する第三のパネル部を備えることができる。 In this case, the cover member may be provided with a third panel portion extending from the second panel portion to the innermost side of the rehabilitating pipe and in contact with the inner surface member.

また、前記カバー部材が、前記更生管の管周方向に分割された複数のパーツで構成されてなるようにすることができる。 Further, the cover member may be composed of a plurality of parts divided in the circumferential direction of the rehabilitating pipe.

また、前記パーツ同士が、連接用部材により接続されるようにすることができる。 Also, the parts can be connected to each other by a connecting member.

また、前記第二のパネル部に、前記間隙内に通じる孔が設けられるようにすることができる。 Also, the second panel portion may be provided with a hole communicating with the gap.

また、前記第二のパネル部に、前記間隙の前記更生管の管奥側に向けて突起部が設けられるようにすることができる。 Further, the second panel portion may be provided with a projecting portion toward the pipe inner side of the rehabilitating pipe in the gap.

また、本発明の更生管の構築方法は、上記カバー部材を用いた更生管の構築方法であって、
前記既設管の内周面に前記内面材を配置する工程と、
前記内面材の端部において、前記カバー部材を用いて前記既設管と前記内面材との前記間隙を被覆する工程と、
前記既設管と前記内面材との前記間隙に充填材を充填する工程と
を有することを特徴とする。
Further, a method for constructing a rehabilitated pipe of the present invention is a method for constructing a rehabilitated pipe using the cover member,
placing the inner surface material on the inner peripheral surface of the existing pipe;
a step of using the cover member to cover the gap between the existing pipe and the inner surface member at the end of the inner surface member;
filling the gap between the existing pipe and the inner surface member with a filler.

また、本発明の更生管は、上記カバー部材を用いた更生管であって、
前記既設管の内側に配置される前記内面材と、
前記内面材と前記既設管の前記間隙に充填する充填材と、
前記内面材の端部において前記既設管と前記内面材との前記間隙を被覆する前記カバー部材と
を備えてなることを特徴とする。
Further, a rehabilitated pipe of the present invention is a rehabilitated pipe using the cover member,
the inner surface material arranged inside the existing pipe;
a filling material for filling the gap between the inner surface material and the existing pipe;
and the cover member covering the gap between the existing pipe and the inner surface member at the end of the inner surface member.

本発明の更生管の被覆構造に用いるカバー部材並びにそのカバー部材を用いる更生管の構築方法及び更生管によれば、既設管の補修において、補修対象の既設管が大型管の場合や水量が多い状態や非常に速い流速状態での工事の場合でも、既設管と内面材との前記間隙を被覆する作業を円滑かつ短時間で行うことができるようにすることができる。 According to the cover member used in the covering structure of the rehabilitating pipe of the present invention, the construction method of the rehabilitating pipe using the cover member, and the rehabilitating pipe, when repairing an existing pipe, the existing pipe to be repaired is a large pipe or the volume of water is large. Even in the case of construction work in a state where the flow rate is very high or in a state where the flow velocity is very high, the work of covering the gap between the existing pipe and the inner surface material can be performed smoothly and in a short time.

本発明の更生管の被覆構造に用いるカバー部材を適用した更生管の一実施例を示し、(a)は更生管の管端の正面図、(b)は同横断面図、(c)は同縦断面図である。1 shows an embodiment of a rehabilitating pipe to which a cover member used in the rehabilitating pipe covering structure of the present invention is applied, (a) is a front view of the pipe end of the rehabilitating pipe, (b) is a cross-sectional view of the same, and (c) is a It is the same longitudinal cross-sectional view. 同カバー部材のパーツ及び連接用部材を示し、(a1)はパーツ4Aの正面図(図1(a)に対して、180°回転させて表示。)、(a2)は同平面図、(a3)は(a1)のA-A線端面図、(a4)は同側面図、(b1)はパーツ4Bの正面図、(b2)は同平面図、(b3)は(b1)のB-B線端面図、(b4)は同側面図、(c)はパーツ4A(パーツ4B)のソケット部材を設けた位置の縦断面図、(d1)は連接用部材の正面図、(d2)は同側面図である。The parts and connection members of the same cover member are shown, (a1) is a front view of the part 4A (displayed by rotating 180 degrees with respect to FIG. 1 (a)), (a2) is a plan view of the same, (a3) ) is an end view of AA line of (a1), (a4) is a side view of the same, (b1) is a front view of the part 4B, (b2) is a plan view of the same, (b3) is BB of (b1) (b4) is a side view of the same, (c) is a vertical cross-sectional view of the position where the socket member of part 4A (part 4B) is provided, (d1) is a front view of the connecting member, (d2) is the same It is a side view. 同カバー部材のパーツ及び連接用部材を示し、(a1)はパーツ4Cの正面図(図1(a)に対して、90°右回転させて表示。)、(a2)は(a1)のC-C線端面図、(a3)は同側面図、(a4)は同平面図、(b1)はパーツ4Dの正面図、(b2)は(b1)のD-D線端面図、(b3)は同側面図、(b4)は同平面図、(c1)は連接用部材の正面図、(c2)は同側面図である。The parts and connecting members of the same cover member are shown, (a1) is a front view of part 4C (displayed by rotating it 90 degrees to the right with respect to FIG. 1 (a)), (a2) is C of (a1) -C line end view, (a3) is the same side view, (a4) is the same plan view, (b1) is the front view of the part 4D, (b2) is the DD line end view of (b1), (b3) is the same side view, (b4) is the same plan view, (c1) is a front view of the connecting member, and (c2) is the same side view. 同カバー部材のパーツ及び連接用部材を示し、(a1)はパーツ4Eの正面図、(a2)は(a1)のE-E線端面図、(a3)は同側面図、(a4)は同平面図、(b1)はパーツ4Fの正面図(図1(a)に対して、90°左回転させて表示。)、(b2)は(b1)のF-F線端面図、(b3)は同側面図、(b4)は同平面図、(c1)は連接用部材の正面図、(c2)は同側面図である。Parts and connecting members of the same cover member are shown, (a1) is a front view of part 4E, (a2) is an end view of EE line of (a1), (a3) is a side view of the same, and (a4) is the same. A plan view, (b1) is a front view of the part 4F (displayed by rotating it 90 degrees to the left with respect to FIG. 1 (a)), (b2) is an end view on the FF line of (b1), (b3) is the same side view, (b4) is the same plan view, (c1) is a front view of the connecting member, and (c2) is the same side view. 既設管の更生管の例を示し、(a)は円形断面の既設管の更生管構造を示す説明図、(b)は矩形断面の既設管の更生管構造を示す説明図である。Fig. 2 shows an example of a rehabilitation pipe of an existing pipe, (a) is an explanatory diagram showing a rehabilitation pipe structure of an existing pipe having a circular cross section, and (b) is an explanatory diagram showing a rehabilitation pipe structure of an existing pipe having a rectangular cross section.

以下、本発明の更生管の被覆構造に用いるカバー部材並びにそのカバー部材を用いる更生管の構築方法及び更生管の実施の形態を、図面に基づいて説明する。 Hereinafter, embodiments of a cover member used in a rehabilitating pipe covering structure of the present invention, a method for constructing a rehabilitating pipe using the cover member, and a rehabilitating pipe will be described with reference to the drawings.

図1~図4に、本発明の更生管の被覆構造に用いるカバー部材を適用した更生管の一実施例を示す。
既設管Pを補修するための更生管1は、図1に示すように、既設管Pの内側に配置される内面材2と、内面材2と既設管Pの間隙に充填する充填材3と、内面材2の端部において既設管Pと内面材2との間隙を被覆する被覆構造とを備えるようにしている。
1 to 4 show an embodiment of a rehabilitating pipe to which the cover member used in the rehabilitating pipe covering structure of the present invention is applied.
A rehabilitation pipe 1 for repairing an existing pipe P, as shown in FIG. and a covering structure covering the gap between the existing pipe P and the inner surface material 2 at the end of the inner surface material 2 .

ここで、本発明において、補修対象としている既設管Pは、本実施例の矩形断面の既設管Pのほか、円形断面の既設管等、任意の断面形状の既設管を広く対象にしている。 Here, in the present invention, the existing pipe P to be repaired is not only the existing pipe P having a rectangular cross section in this embodiment, but also an existing pipe having an arbitrary cross-sectional shape such as an existing pipe having a circular cross section.

また、更生管1には、老朽化した下水道管等の既設管を更生するために用いられている公知の更生管(例えば、特許文献1~7参照。)を広く用いることができるが、本実施例においては、図5に記載した、既設管Pの管軸方向に設けられる長尺のパネル部材(LFパネル)からなる内面材2を使用する更生管(FFT工法協会「ストリング工法」(登録商標))(特許文献3及び4参照。)を用いるようにしている。 In addition, for the rehabilitation pipe 1, known rehabilitation pipes (see, for example, Patent Documents 1 to 7) that are used to rehabilitate existing pipes such as aged sewage pipes can be widely used. In the embodiment, as shown in FIG. 5, a rehabilitated pipe (FFT Construction Method Association "string construction method" (registered Trademark)) (see Patent Documents 3 and 4).

そして、本実施例における更生管1の被覆構造に用いるカバー部材4は、既設管Pの内周面に接する第一のパネル部41と、第一のパネル部41から更生管1の管心側に立設する第二のパネル部42と、さらに、必要に応じて設けられる、第二のパネル部42から更生管1の管奥側に延び、内面材2に接する第三のパネル部43とを備え、第一のパネル部41が、既設管Pに固定するようにされ、第二のパネル部42が、内面材2の端部において既設管Pと内面材2との間隙を被覆するようにし、さらに、第三のパネル部43が、内面材2の内周面(既設管の管心側の面)に接するようにしている。
なお、本実施例においては、カバー部材4を用いて既設管Pと内面材2との間隙を全周に亘って被覆しているが、例えば、流水下とならない当該間隙の一部の被覆(管口の側部等)は、レジンパテ、モルタル等のシール剤のみを用いる態様(例えば、特許文献6参照。)としたり、板材、土嚢、ブロック、発泡樹脂材料等からなる汎用部材やモルタルバッグ等の膨張資材を用いる態様(例えば、特許文献7参照。)としてもよい。
The cover member 4 used for the covering structure of the rehabilitating pipe 1 in the present embodiment includes a first panel portion 41 in contact with the inner peripheral surface of the existing pipe P, and a center side of the rehabilitating pipe 1 from the first panel portion 41. and a third panel portion 43 extending from the second panel portion 42 to the inner side of the rehabilitating pipe 1 and in contact with the inner surface member 2, which is provided as necessary. The first panel part 41 is fixed to the existing pipe P, and the second panel part 42 covers the gap between the existing pipe P and the inner surface material 2 at the end of the inner surface material 2 Furthermore, the third panel portion 43 is in contact with the inner peripheral surface of the inner surface member 2 (the surface on the core side of the existing pipe).
In this embodiment, the cover member 4 is used to cover the entire circumference of the gap between the existing pipe P and the inner surface member 2. The side part of the pipe mouth, etc.) may be an aspect using only a sealing agent such as resin putty or mortar (see, for example, Patent Document 6), or a general-purpose member or mortar bag made of a plate material, sandbag, block, foamed resin material, etc. (see, for example, Patent Document 7).

ここで、カバー部材4の第一のパネル部41には、小孔44を形成し、既設管Pに設けた打ち込み式アンカー等のアンカー部材44aを介して、既設管Pに固定するようにしている。
これにより、カバー部材4を既設管Pに確実に固定することができる。
Here, a small hole 44 is formed in the first panel portion 41 of the cover member 4 so as to be fixed to the existing pipe P via an anchor member 44a such as a drive-in anchor provided in the existing pipe P. there is
Thereby, the cover member 4 can be fixed to the existing pipe P reliably.

この際、既設管Pの表面に凹凸があり、既設管Pとカバー部材4の第一のパネル部41との隙間から未硬化の充填材3が漏出する場合には、あらかじめ凹部を速乾モルタルで穴埋めしたり、凸部を切削し平坦にした上で、カバー部材4の第一のパネル部41を固定すればよい。
あるいは、既設管Pにカバー部材4の第一のパネル部41を固定した後、第一のパネルの端部(第二のパネルの反対側)から既設管Pの表面にかけて、速乾モルタルでシーリング(目止め)を施したり、既設管Pの表面とカバー部材4の第一のパネル部41との間に、クロロプレンゴム製シート等のパッキン48を介在させるようにしたり、両者を併用したりすることもできる。
ちなみに、水量が多い状態や非常に速い流速状態での工事の場合においても、このようなシーリング(目止め)用途であれば速乾モルタル等を好適に用いることができる。
At this time, if the surface of the existing pipe P is uneven and the uncured filler 3 leaks from the gap between the existing pipe P and the first panel portion 41 of the cover member 4, the concave portion should be filled with quick-drying mortar in advance. The first panel portion 41 of the cover member 4 may be fixed after filling the hole with , or cutting the convex portion to make it flat.
Alternatively, after fixing the first panel portion 41 of the cover member 4 to the existing pipe P, from the end of the first panel (opposite side of the second panel) to the surface of the existing pipe P, sealing is performed with quick-drying mortar. (sealing) is applied, a packing 48 such as a chloroprene rubber sheet is interposed between the surface of the existing pipe P and the first panel portion 41 of the cover member 4, or both are used together. can also
Incidentally, even in the case of construction work with a large amount of water or a very high flow rate, quick-drying mortar or the like can be suitably used for such sealing purposes.

一方、本実施例においては、カバー部材4の第二のパネル部42と更生管1との隙間から未硬化の充填材3が漏出しにくくなるように、第三のパネル部43を設けているが、軽量化や製造コスト削減のため、第三のパネル部43を設けない態様とした際に、カバー部材4の第二のパネル部42と更生管1との隙間から未硬化の充填材3が漏出する場合には、適宜、速乾モルタルでシーリング(目止め)を施すようにしたり、当該隙間を事前にクロロプレンゴム製シート等のパッキン(図示せず)によって塞ぐようにしたり、両者を併用したりすることができる。 On the other hand, in this embodiment, a third panel portion 43 is provided so that the uncured filler 3 is less likely to leak from the gap between the second panel portion 42 of the cover member 4 and the rehabilitating pipe 1. However, when the third panel portion 43 is not provided in order to reduce weight and manufacturing costs, the uncured filler 3 will flow out from the gap between the second panel portion 42 of the cover member 4 and the rehabilitating pipe 1. If there is leakage, use quick-drying mortar for sealing (filling) as appropriate, or seal the gap in advance with packing (not shown) such as a chloroprene rubber sheet, or use both together. You can

本実施例における第三のパネル部43は、前述のとおり内面材2の内周面に接するように設けられている。
これにより、カバー部材4と更生管1との隙間から、未硬化の充填材3が漏出しにくくすることができる。それでもなお、第三のパネル部43と内面材2との隙間から、未硬化の充填材3が漏出する場合には、適宜、速乾モルタルでシーリング(目止め)を施すようにしたり、当該隙間を事前にクロロプレンゴム製シート等のパッキン49によって塞ぐようにしたり、両者を併用したりすることができる。
The third panel portion 43 in this embodiment is provided so as to come into contact with the inner peripheral surface of the inner surface member 2 as described above.
This makes it difficult for the uncured filler 3 to leak out from the gap between the cover member 4 and the rehabilitating pipe 1 . Even so, if the uncured filler 3 still leaks from the gap between the third panel portion 43 and the inner surface material 2, seal the gap with quick-drying mortar or seal the gap. can be closed in advance with a packing 49 such as a sheet made of chloroprene rubber, or both can be used together.

本実施例における第二のパネル部42には、既設管Pと内面材2との間隙内に通じる孔45を形成し、この孔45に、内面材2と既設管Pの間隙に充填する充填材3を供給するためのバルブソケット等のソケット部材45aを取り付けるようにしている。
ソケット部材45aを取り付ける孔45の形成数及び形成位置は、充填材3の流動、充填性を考慮して決定することができ、本実施例においては、更生管1の上部及び側部位置においては、既設管Pの内周面の近い位置に、下部位置においては、既設管Pの内周面から遠い位置に形成するようにしている。
これにより、充填材3を効率的に内面材2と既設管Pの間隙に充填することができる。
なお、第二のパネル部42には孔45を形成しなくてもよい。この場合はホールソーなどを用いて、内面材2に既設管Pと内面材2との間隙内に通じる孔(充填材3を充填するための孔)を設けるなどして、充填材3を供給する。
In the second panel portion 42 of this embodiment, a hole 45 communicating with the gap between the existing pipe P and the inner surface material 2 is formed. A socket member 45a such as a bulb socket for supplying the material 3 is attached.
The number and positions of the holes 45 for mounting the socket members 45a can be determined in consideration of the flow and filling properties of the filler 3. , at a position near the inner peripheral surface of the existing pipe P, and at a position far from the inner peripheral surface of the existing pipe P at the lower position.
Thereby, the gap between the inner surface member 2 and the existing pipe P can be efficiently filled with the filler 3 .
Note that the hole 45 may not be formed in the second panel portion 42 . In this case, a hole saw or the like is used to provide a hole (a hole for filling the filler 3) in the inner surface material 2 that communicates with the gap between the existing pipe P and the inner surface material 2, thereby supplying the filler 3. .

また、本実施例における第二のパネル部42には、既設管Pと内面材2との間隙の更生管1の管奥側に向けて、寸切りボルトやスタッドボルト等からなる突起部46を設けるようにしている。
この突起部46は、カバー部材4の第二のパネル部42に、内面材2と既設管Pの間隙
に充填、固化した充填材3による固着力を作用させるためのもので、これにより、更生管1とカバー部材4の一体性をさらに向上することができる。
Further, on the second panel portion 42 in this embodiment, a projecting portion 46 made of a threaded bolt, a stud bolt, or the like is provided toward the pipe inner side of the rehabilitating pipe 1 in the gap between the existing pipe P and the inner surface material 2. I am trying to set it up.
This projecting portion 46 is for applying a fixing force to the second panel portion 42 of the cover member 4 by the filling material 3 which is filled in the gap between the inner surface material 2 and the existing pipe P and solidified. The integrity of the tube 1 and cover member 4 can be further improved.

本実施例におけるカバー部材4は、内面材2の端部における既設管Pと内面材2との間隙の形状に適合した形状からなる、更生管1の管周方向に分割された複数のパーツ4A~4Fで構成されている。
パーツ4A~4Fは、本実施例の矩形断面の既設管Pの場合は、既設管Pの平面部に配置されるパーツ4A~4Bと、角部に配置されるパーツ4C~4Fとで構成するようにしているが、パーツの構成は、既設管Pの断面形状や内面材2の端部における既設管Pと内面材2との間隙の形状、カバー部材の搬入手段などに応じて、第一のパネル部円形の既設管にあわせ略円弧状としたり、分割せずに1つのパーツで管口の下部すべてを覆うようにしたり、軽量化のため1つのパーツを本実施例より短尺としたりすることができる。
これにより、既設管Pの断面形状や内面材2の端部における既設管Pと内面材2との間隙の形状、搬入手段に適合したカバー部材4を製作し、簡易に設置することができる。
The cover member 4 in this embodiment is composed of a plurality of parts 4A divided in the pipe circumferential direction of the rehabilitating pipe 1 and having a shape adapted to the shape of the gap between the existing pipe P and the inner surface material 2 at the end of the inner surface material 2. It consists of ~4F.
In the case of the existing pipe P having a rectangular cross section in this embodiment, the parts 4A to 4F are composed of the parts 4A to 4B arranged on the plane portion of the existing pipe P and the parts 4C to 4F arranged on the corners. However, the configuration of the parts depends on the cross-sectional shape of the existing pipe P, the shape of the gap between the existing pipe P and the inner surface material 2 at the end of the inner surface material 2, the means for carrying in the cover member, etc. The panel part has a circular arc shape to match the existing circular pipe, one part covers the entire lower part of the pipe mouth without dividing, and one part is made shorter than this embodiment for weight reduction. be able to.
Thereby, the cover member 4 suitable for the cross-sectional shape of the existing pipe P, the shape of the gap between the existing pipe P and the inner surface member 2 at the end of the inner surface member 2, and the carrying-in means can be manufactured and easily installed.

そして、本実施例においては、パーツ4A~4Fを組み合わせてカバー部材4を構成する際、隣接するパーツ同士は、連接用部材47により接続されるようにしている。
連接用部材47は、カバー部材4のパーツ4A~4Fに沿う断面形状を有し、その略半分47aを隣接するパーツの一方のパーツの表面に溶接することによって一体化し、他の略半分47bを隣接するパーツの他方のパーツの表面にクロロプレンゴム製シート等のパッキンを介して接着するようにしている。
これにより、カバー部材4を構成するパーツ4A~4Fの隙間から未硬化の充填材3が漏出することを防止するようにしている。それでもなお、パーツ4A~4Fの隙間から未硬化の充填材3が漏出する場合には、適宜、速乾モルタルでシーリング(目止め)を施すようにすることができる。
In this embodiment, when the cover member 4 is formed by combining the parts 4A to 4F, adjacent parts are connected by a connecting member 47. As shown in FIG.
The connecting member 47 has a cross-sectional shape along the parts 4A to 4F of the cover member 4, and is integrated by welding its approximate half 47a to the surface of one of the adjacent parts, and the other approximate half 47b. He is trying to adhere|attach on the surface of the other part of the adjoining parts through packing, such as a chloroprene-rubber sheet|seat.
This prevents the uncured filler 3 from leaking out from the gaps between the parts 4A to 4F that constitute the cover member 4. As shown in FIG. Even so, if the uncured filler 3 still leaks from the gaps between the parts 4A to 4F, it can be suitably sealed with quick-drying mortar.

なお、連接用部材47を設けず、パーツ4A~4Fを突合しカバー部材4とする態様とした際に、パーツ4A~4Fの隙間から未硬化の充填材3が漏出する場合は、適宜、当該突合部に速乾モルタルでシーリング(目止め)を施すようにすればよい。
この場合、連接用部材47を設けるよりもシーリング(目止め)を必要とする箇所が増えるが、カバー部材4を構成する部品点数を少なくし、製造コストを削減することができる。
When the cover member 4 is formed by butting the parts 4A to 4F without providing the connecting member 47, if the uncured filler 3 leaks from the gaps between the parts 4A to 4F, the Seal the part with quick-drying mortar.
In this case, the number of locations that require sealing (sealing) increases compared to the case where the connecting member 47 is provided, but the number of parts constituting the cover member 4 can be reduced, and the manufacturing cost can be reduced.

カバー部材4を構成するパーツ4A~4F及び連接用部材47は、本実施例においては、数mm厚のステンレス鋼板(パーツ4A~4Fは、厚さ3mm、連接用部材47は、厚さ2mmのSUS304。)を、溶接又は折り曲げ成形して所定形状に形成するようにしている。
これにより、内面材2と既設管Pの間隙に充填した充填材3の圧力を確実に支持する剛性を確保することができる。また、従来のモルタルのみの態様と比較し、耐腐食性、耐摩耗性に優れた品質の高い更生管の被覆構造を構築することができる。
なお、カバー部材4を構成するパーツ4A~4F及び連接用部材47は、内面材2と既設管Pの間隙に充填した充填材3の圧力を確実に支持する剛性と、耐腐食性、耐摩耗性とを確保できる材料であれば、ステンレス鋼板に限らない。例えば、アルミニウム製板材や、適切なメッキを施した鉄製板材、繊維強化プラスチック(炭素繊維強化プラスチックを含む)製板材、ポリ塩化ビニル樹脂製板材、ポリエチレン樹脂等のポリオレフィン樹脂製板材等を用いることもできる。また、同一のカバー部材4の中で、パーツ毎にこれらの材料を使い分けることもできる。
The parts 4A to 4F and the connecting member 47 constituting the cover member 4 are, in this embodiment, stainless steel plates several mm thick (the parts 4A to 4F are 3 mm thick, and the connecting member 47 is 2 mm thick). SUS304.) is formed into a predetermined shape by welding or bending.
As a result, the rigidity for reliably supporting the pressure of the filler 3 filled in the gap between the inner surface member 2 and the existing pipe P can be ensured. In addition, compared to the conventional mortar-only embodiment, it is possible to build a high-quality rehabilitating pipe coating structure that is superior in corrosion resistance and wear resistance.
The parts 4A to 4F and the connecting member 47 that constitute the cover member 4 have rigidity to reliably support the pressure of the filler 3 filled in the gap between the inner surface member 2 and the existing pipe P, corrosion resistance, and wear resistance. The material is not limited to a stainless steel plate as long as it can ensure the properties. For example, it is also possible to use aluminum plate material, iron plate material with appropriate plating, fiber reinforced plastic (including carbon fiber reinforced plastic) plate material, polyvinyl chloride resin plate material, polyolefin resin plate material such as polyethylene resin, etc. can. Moreover, these materials can be used separately for each part in the same cover member 4 .

このカバー部材4を用いて更生管1を構築するに当たっては、
(1)既設管Pの内周面に内面材2を配置する工程
(2)内面材2の端部において、カバー部材4を用いて既設管Pと内面材2との間隙を被覆する工程
(3)既設管Pと内面材2との間隙に充填材3を充填する工程
を順に実施することにより更生管1を構築することができる。
なお、カバー部材4を用いて既設管Pと内面材2との間隙を被覆する場合、当該間隙の一部の被覆に、レジンパテ、モルタル等のシール剤を用いて手塗りで管口を塞ぐようにする方法(例えば、特許文献6参照。)や、板材、土嚢、ブロック、発泡樹脂材料等からなる汎用部材やモルタルバッグ等の膨張資材を用いて管口を塞ぐようにする方法(例えば、特許文献7参照。)を併用することもできる。
In constructing the rehabilitation pipe 1 using this cover member 4,
(1) A step of arranging the inner surface material 2 on the inner peripheral surface of the existing pipe P (2) A step of covering the gap between the existing pipe P and the inner surface material 2 using the cover member 4 at the end of the inner surface material 2 ( 3) The rehabilitating pipe 1 can be constructed by sequentially performing the steps of filling the gap between the existing pipe P and the inner surface material 2 with the filler 3 .
When the cover member 4 is used to cover the gap between the existing pipe P and the inner surface material 2, a sealant such as resin putty, mortar, or the like is applied by hand to partially cover the gap to close the pipe mouth. A method (for example, see Patent Document 6.), A method for closing the pipe mouth using a general-purpose member made of plate material, sandbag, block, foamed resin material, etc., or an expanding material such as a mortar bag (for example, Patent Document 6) Reference 7) can also be used together.

これにより、既設管Pの内側に配置される内面材2と、内面材2と既設管Pの間隙に充填する充填材3と、内面材2の端部において既設管Pと内面材2との間隙を被覆するカバー部材4とを備えた更生管を構築することができる。 As a result, the inner surface material 2 arranged inside the existing pipe P, the filler 3 filling the gap between the inner surface material 2 and the existing pipe P, and the existing pipe P and the inner surface material 2 at the end of the inner surface material 2 A rehabilitation pipe can be constructed with a cover member 4 covering the gap.

また、これにより、既設管Pの補修において、補修対象の既設管Pが大型管の場合や水量が多い状態や非常に速い流速状態での工事の場合でも、既設管Pと内面材2との間隙を被覆する作業を円滑かつ短時間で行うことができ、充填材3の充填作業を含む更生管1の構築作業を円滑かつ短時間で行うことができる。 In addition, in repairing the existing pipe P, even when the existing pipe P to be repaired is a large pipe, or when the work is carried out in a state where the amount of water is large or the flow velocity is very high, the existing pipe P and the inner surface material 2 The work of covering the gap can be performed smoothly and in a short time, and the construction work of the rehabilitating pipe 1 including the filling work of the filler 3 can be performed smoothly and in a short time.

以上、本発明の更生管の被覆構造に用いるカバー部材並びにそのカバー部材を用いる更生管の構築方法及び更生管について、その実施例に基づいて説明したが、本発明は上記実施例に記載した構成に限定されるものではなく、その趣旨を逸脱しない範囲において適宜その構成を変更することができるものである。 As described above, the cover member used in the covering structure of the rehabilitating pipe of the present invention, the method for constructing the rehabilitating pipe using the cover member, and the rehabilitating pipe have been described based on the examples. , and the configuration can be changed as appropriate without departing from the scope of the invention.

本発明の更生管の被覆構造に用いるカバー部材並びにそのカバー部材を用いる更生管の構築方法及び更生管は、既設管の補修において、補修対象の既設管が大型管の場合や非常に速い流速状態での工事の場合でも、既設管と内面材との間隙を被覆する作業を円滑かつ短時間で行うことができることから、老朽化した下水道管等の既設管の補修の用途に好適に用いることができる。 The cover member used for the covering structure of the rehabilitating pipe of the present invention, the construction method of the rehabilitating pipe using the cover member, and the rehabilitating pipe are suitable for repairing existing pipes when the existing pipe to be repaired is a large pipe or when the flow velocity is very high. Even in the case of construction work, the work of covering the gap between the existing pipe and the inner surface material can be performed smoothly and in a short time, so it can be suitably used for repairing existing pipes such as aged sewage pipes. can.

P 既設管
1 更生管
2 内面材
3 充填材
4 カバー部材(被覆構造)
4A~4F パーツ
41 第一のパネル部
42 第二のパネル部
43 第三のパネル部
44 小孔
44a アンカー部材
45 孔
45a ソケット部材
46 突起部
47 連接用部材
48 パッキン
49 パッキン
P Existing pipe 1 Rehabilitation pipe 2 Inner surface material 3 Filling material 4 Cover member (covering structure)
4A to 4F parts 41 first panel part 42 second panel part 43 third panel part 44 small hole 44a anchor member 45 hole 45a socket member 46 protrusion 47 connecting member 48 packing 49 packing

Claims (8)

既設管の内側に配置される内面材と、前記内面材と前記既設管の間隙に充填する充填材と、前記内面材の端部において前記既設管と前記内面材との前記間隙を被覆する被覆構造とを備えてなる更生管の前記被覆構造に用いるカバー部材であって、
前記カバー部材は、
前記既設管の内周面に接する第一のパネル部と、
前記第一のパネル部から前記更生管の管心側に立設する第二のパネル部と
を備え、
前記第一のパネル部が、前記既設管に固定するようにされ、
前記第二のパネル部が、前記間隙を被覆するようにしている
ことを特徴とする更生管の被覆構造に用いるカバー部材。
An inner surface material arranged inside an existing pipe, a filler filling a gap between the inner surface material and the existing pipe, and a coating covering the gap between the existing pipe and the inner surface material at an end of the inner surface material. A cover member used in the covering structure of a rehabilitating pipe, comprising:
The cover member is
a first panel portion in contact with the inner peripheral surface of the existing pipe;
a second panel portion erected from the first panel portion toward the core of the rehabilitating pipe,
The first panel section is fixed to the existing pipe,
A cover member used in a structure for covering a rehabilitating pipe, wherein the second panel portion covers the gap.
前記カバー部材は、前記第二のパネル部から前記更生管の管奥側に延び、前記内面材に接する第三のパネル部を備えることを特徴とする請求項1に記載の更生管の被覆構造に用いるカバー部材。 2. The covering structure for a rehabilitating pipe according to claim 1, wherein the cover member includes a third panel portion extending from the second panel portion to the innermost side of the rehabilitating pipe and in contact with the inner surface member. Cover member used for. 前記カバー部材が、前記更生管の管周方向に分割された複数のパーツで構成されてなることを特徴とする請求項1~2のいずれか一項に記載の更生管の被覆構造に用いるカバー部材。 The cover used for the covering structure of the rehabilitating pipe according to any one of claims 1 and 2, wherein the cover member is composed of a plurality of parts divided in the pipe circumferential direction of the rehabilitating pipe. Element. 前記パーツ同士が、連接用部材により接続されていることを特徴とする請求項3に記載の更生管の被覆構造に用いるカバー部材。 4. The cover member used for the covering structure of the rehabilitating pipe according to claim 3, wherein the parts are connected to each other by a connecting member. 前記第二のパネル部に、前記間隙内に通じる孔が設けられていることを特徴とする請求項1~4のいずれか一項に記載の更生管の被覆構造に用いるカバー部材。 5. The cover member used in the covering structure for rehabilitating pipes according to claim 1, wherein the second panel portion is provided with a hole communicating with the gap. 前記第二のパネル部に、前記間隙の前記更生管の管奥側に向けて突起部が設けられていることを特徴とする請求項1~5のいずれか一項に記載の更生管の被覆構造に用いるカバー部材。 The rehabilitating pipe covering according to any one of claims 1 to 5, characterized in that the second panel portion is provided with a projection toward the pipe inner side of the rehabilitating pipe in the gap. A cover member used for construction. 請求項1~6のいずれか一項に記載のカバー部材を用いた更生管の構築方法であって、
前記既設管の内周面に前記内面材を配置する工程と、
前記内面材の端部において、前記カバー部材を用いて前記既設管と前記内面材との前記間隙を被覆する工程と、
前記既設管と前記内面材との前記間隙に充填材を充填する工程と
を有することを特徴とする更生管の構築方法。
A method for constructing a rehabilitation pipe using the cover member according to any one of claims 1 to 6,
placing the inner surface material on the inner peripheral surface of the existing pipe;
a step of using the cover member to cover the gap between the existing pipe and the inner surface member at the end of the inner surface member;
and filling the gap between the existing pipe and the inner surface material with a filler.
請求項1~6のいずれか一項に記載のカバー部材を用いた更生管であって、
前記既設管の内側に配置される前記内面材と、
前記内面材と前記既設管の前記間隙に充填する充填材と、
前記内面材の端部において前記既設管と前記内面材との前記間隙を被覆する前記カバー部材と
を備えてなることを特徴とする更生管。
A rehabilitating pipe using the cover member according to any one of claims 1 to 6,
the inner surface material arranged inside the existing pipe;
a filling material for filling the gap between the inner surface material and the existing pipe;
The rehabilitating pipe, comprising: the cover member covering the gap between the existing pipe and the inner surface member at the end of the inner surface member.
JP2021209240A 2021-12-23 2021-12-23 Cover member used for covering structure of rehabilitation pipe, construction method of rehabilitation pipe using cover member, and rehabilitation pipe Pending JP2023094034A (en)

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