JP2019183987A - Existing pipe reclamation structure and reclamation method - Google Patents

Existing pipe reclamation structure and reclamation method Download PDF

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JP2019183987A
JP2019183987A JP2018076567A JP2018076567A JP2019183987A JP 2019183987 A JP2019183987 A JP 2019183987A JP 2018076567 A JP2018076567 A JP 2018076567A JP 2018076567 A JP2018076567 A JP 2018076567A JP 2019183987 A JP2019183987 A JP 2019183987A
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pipe
existing pipe
rehabilitation
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base portion
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JP7063697B2 (en
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北山 康
Yasushi Kitayama
康 北山
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Sekisui Chemical Co Ltd
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Abstract

To enable an integral formation to be attained with a reclamation pipe at a low cost even if an inner surface of an existing pipe is smooth.SOLUTION: Several installation members 20 are arranged to be spaced apart at a smooth inner peripheral part of an existing pipe 10 in a peripheral direction. The installation members 20 have a base part 21 extending in an axial direction and a protrusion 22 protruded from the base part 21 toward an inner diameter direction. Each of the base parts 21 of the installation members 20 is fixed to an inner surface of the existing pipe 10 by anchor bolts 31. A reclamation pipe 40 lined at the inner circumference of the existing pipe 10 is composed of helical wound band body 41 and constituted by fitting an adjoining wound part 41a of the band body 41. The band body 41 is formed with several protrusions 42 (engagement parts) extending in a longitudinal direction of the band body 41 and spaced apart in a width direction. The protrusion 22 of the installation member 20 enters between thee protrusions 42. A lining material 50 such as mortar and the like is filled between the existing pipe 10 and the reclamation pipe 40.SELECTED DRAWING: Figure 6

Description

本発明は、下水道管その他の既設管の内周に更生管をライニングすることで既設管を更生する構造および方法に関する。   The present invention relates to a structure and method for rehabilitating an existing pipe by lining the rehabilitation pipe on the inner periphery of a sewer pipe or other existing pipe.

老朽化した下水道管等の既設管を更生管でライニングすることにより更生することは公知である。
特許文献1〜3に開示された更生方法では、帯状体を螺旋状に巻くとともに帯状体の隣接する巻き部分の縁同士を嵌合させて更生管を製管して既設管の内周に配置し、既設管と更生管との間にモルタル等からなる裏込め材を充填している。
It is known to rehabilitate existing pipes such as sewer pipes that have deteriorated by lining them with rehabilitation pipes.
In the rehabilitation method disclosed in Patent Documents 1 to 3, the belt-like body is wound spirally and the edges of the adjacent winding portions of the belt-like body are fitted to each other to form a rehabilitation pipe and disposed on the inner circumference of the existing pipe In addition, a backfill material made of mortar or the like is filled between the existing pipe and the rehabilitation pipe.

また、次の更生方法も公知である。既設管の内周に沿う鋼製リングを既設管の軸方向に間隔をおいて配置し、この鋼製リングに軸方向に延びる嵌合部材を、周方向に間隔をおいて嵌め込み、さらに軸方向に延びる表面部材の両縁部を篏合部材に嵌合させる。この表面部材が周方向に隙間なく並べることにより更生管を構築する。最後に既設管と更生管との間に裏込め材を充填する。   The following rehabilitation methods are also known. A steel ring along the inner circumference of the existing pipe is arranged at an interval in the axial direction of the existing pipe, and a fitting member extending in the axial direction is fitted into the steel ring at an interval in the circumferential direction. Both edge portions of the surface member extending in the direction are fitted into the mating member. A rehabilitation pipe is constructed by arranging the surface members in the circumferential direction without gaps. Finally, the backfill material is filled between the existing pipe and the renovated pipe.

特開2014−65170号公報JP 2014-65170 A 特開2015−105658号公報Japanese Patent Laying-Open No. 2015-105658 特開2016−43555号公報Japanese Unexamined Patent Publication No. 2016-43555

特許文献1〜3に開示された方法では、既設管が、強化プラスチック等の樹脂管や鋼管である場合、または既に樹脂製の更生管でライニングされている場合に、既設管の内面が滑らかなため、既設管に対する裏込め材の付着性が弱く、既設管と更生管が裏込め材を介して一体化しにくい。   In the methods disclosed in Patent Documents 1 to 3, when the existing pipe is a resin pipe such as reinforced plastic or a steel pipe, or when the existing pipe is already lined with a resin rehabilitation pipe, the inner surface of the existing pipe is smooth. Therefore, the adherence of the backfill material to the existing pipe is weak, and it is difficult to integrate the existing pipe and the renovated pipe via the backfill material.

上述の鋼製リングを用いる方法では、既設管と更生管の一体性を確保できるが、多数の鋼製リングを既設管内に配置し、これら鋼製リングに軸方向に延びる嵌合部材を架け渡し、さらにこれら嵌合部材に多数の表面材を篏合させるため、部品点数が多く、コスト高であった。   In the method using the steel ring described above, the integrity of the existing pipe and the rehabilitated pipe can be ensured, but a large number of steel rings are arranged in the existing pipe and the fitting members extending in the axial direction are bridged over these steel rings. Furthermore, since many surface materials are combined with these fitting members, the number of parts is large and the cost is high.

上記課題を解決するため、本発明は、既設管を更生する構造であって、上記既設管の軸方向に延びるベース部とこのベース部から径方向内方向に突出する突起を有し、上記既設管の周方向に間隔をおいて配置された複数の介装部材と、上記介装部材のベース部を上記既設管の内面に固定する固定手段と、径方向外方向に突出する係合部を有し、上記係合部が上記突起に係合された状態で、上記既設管の内周にライニングされた更生管と、を備えたことを特徴とする。
上記構成によれば、既設管の内面が滑らかであっても、介装部材を介して既設管と更生管を一体化することができる。しかも鋼製リングが不要であり、コストを低減できる。
In order to solve the above problems, the present invention is a structure for rehabilitating an existing pipe, and includes a base portion extending in the axial direction of the existing pipe and a protrusion protruding radially inward from the base portion. A plurality of interposition members arranged at intervals in the circumferential direction of the pipe, a fixing means for fixing the base portion of the interposition member to the inner surface of the existing pipe, and an engagement portion protruding radially outward And a rehabilitation pipe lined on the inner periphery of the existing pipe in a state where the engaging portion is engaged with the protrusion.
According to the said structure, even if the inner surface of an existing pipe is smooth, an existing pipe and a renovated pipe can be integrated via an interposed member. In addition, a steel ring is unnecessary, and the cost can be reduced.

好ましくは、上記固定手段がアンカーボルトを有し、このアンカーボルトが上記介装部材の上記ベース部を貫通して上記既設管に打ち込まれている。
上記構成によれば、介装部材を既設管に強固に固定できる。
Preferably, the fixing means has an anchor bolt, and the anchor bolt penetrates the base portion of the interposed member and is driven into the existing pipe.
According to the above configuration, the intervention member can be firmly fixed to the existing pipe.

好ましくは、上記更生管が上記アンカーボルトを覆っている。
上記構成によれば、更生管の滑らかな内面を維持することができる。
Preferably, the rehabilitation pipe covers the anchor bolt.
According to the said structure, the smooth inner surface of a renovated pipe can be maintained.

好ましくは、上記既設管と上記更生管の間に充填材が充填されている。
上記構成によれば、既設管と更生管を、より一層確実に一体化することができる。
Preferably, a filler is filled between the existing pipe and the rehabilitation pipe.
According to the said structure, an existing pipe and a renovated pipe can be integrated more reliably.

好ましくは、上記更生管が、螺旋状に巻かれた帯状体からなり、この帯状体の隣接する巻部分が嵌合することにより構成され、この帯状体には、上記係合部として、上記帯状体の長手方向に延びるとともに幅方向に離間した複数の突条が形成され、上記突条間に上記介装部材の上記突起が入り込んでいる。
上記構成によれば、更生管は帯状体を螺旋状に巻くことにより構成されるので、既設管の軸方向に伸縮可能であり、地震等の際に変形や破壊を免れる。
Preferably, the rehabilitation pipe is formed of a spirally wound belt-like body, and is configured by fitting adjacent winding portions of the belt-like body, and the belt-like body has the belt-like shape as the engagement portion. A plurality of protrusions extending in the longitudinal direction of the body and spaced apart in the width direction are formed, and the protrusions of the interposition member enter between the protrusions.
According to the above configuration, the rehabilitation pipe is formed by winding a belt-like body in a spiral shape, so that the rehabilitation pipe can be expanded and contracted in the axial direction of the existing pipe, and can avoid deformation and destruction in the event of an earthquake or the like.

好ましくは、上記介装部材の上記突起の先端部は一対の返し部を有して矢尻形状をなし、上記帯状体の上記突条は先端部に上記返し部が引っ掛かる引掛部を有している。
上記構成によれば、介装部材と帯状体が確実に係合され、ひいては既設管と更生管をより一層確実に一体化することができる。
Preferably, the tip of the protrusion of the interposition member has a pair of return portions to form an arrowhead shape, and the protrusion of the strip has a hook portion on which the return portion is hooked. .
According to the said structure, an interposed member and a strip | belt-shaped body are reliably engaged, and by extension, an existing pipe and a renovated pipe can be integrated further reliably.

本発明の他の態様は、既設管を更生する構造であって、上記既設管の周方向に間隔をおいて配置され、軸方向に延びるベース部とこのベース部から径方向内方向に突出する突起を有し、上記ベース部が上記既設管の内面に固着された複数の介装部材と、上記介装部材の突起により上記既設管の内周から離隔された状態でライニングされた更生管と、上記既設管と上記更生管の間に充填された充填材と、上記更生管と上記充填材を貫通して上記既設管に打ち込まれたアンカーボルトと、を備えたことを特徴とする。
上記構成によれば、充填材とアンカーボルトにより既設管と更生管の一体化を図ることができる。しかも鋼製リングが不要であり、コストを低減できる。
Another aspect of the present invention is a structure for rehabilitating an existing pipe, which is arranged at intervals in the circumferential direction of the existing pipe, and extends in the radial inner direction from the base portion extending in the axial direction. A plurality of interposition members having protrusions, the base portion being fixed to the inner surface of the existing pipe, and a rehabilitation pipe lined in a state separated from the inner periphery of the existing pipe by the protrusions of the interposition members; And a filler filled between the existing pipe and the renovated pipe, and an anchor bolt penetrating the rehabilitated pipe and the filler into the existing pipe.
According to the above configuration, the existing pipe and the renovated pipe can be integrated by the filler and the anchor bolt. In addition, a steel ring is unnecessary, and the cost can be reduced.

好ましくは、上記更生管が、螺旋状に巻かれた帯状体からなり、この帯状体の隣接する巻部分が嵌合することにより構成され、この帯状体には、上記帯状体の長手方向に延びるとともに幅方向に離間した複数の突条が形成され、上記突条間に上記介装部材の突起が入り込んでおり、上記アンカーボルトは上記介装部材のベース部をも貫通している。
上記構成によれば、介装部材も既設管と更生管との一体化に寄与することができる。
Preferably, the rehabilitation tube is formed by a spirally wound belt-like body, and is configured by fitting adjacent winding portions of the belt-like body, and the belt-like body extends in the longitudinal direction of the belt-like body. In addition, a plurality of protrusions spaced apart in the width direction are formed, the protrusions of the interposition member are inserted between the protrusions, and the anchor bolt also penetrates the base portion of the interposition member.
According to the said structure, an interposed member can also contribute to integration of an existing pipe and a renovated pipe.

本発明のさらに他の態様は、既設管を更生する方法であって、上記既設管の軸方向に延びるベース部とこのベース部から径方向内方向に突出する突起を有する複数の介装部材を、周方向に間隔をおいて上記既設管の内面に固定する工程と、帯状体を螺旋状に巻くとともに上記帯状体の隣接する巻部分同士を嵌合させることにより更生管を製管し、この更生管により上記既設管の内周をライニングする工程であって、上記帯状体がその長手方向に延びるとともに幅方向に間隔をおいて形成された複数の突条を有し、上記突条間に上記突起を入り込ませながら製管する工程と、上記既設管と上記更生管の間に充填材を充填する工程と、を備えたことを特徴とする。
上記方法によれば、更生管を製管する過程で、更生管と介装部材を係合することができる。
Still another aspect of the present invention is a method of rehabilitating an existing pipe, and includes a plurality of interposed members having a base portion extending in the axial direction of the existing pipe and a protrusion protruding radially inward from the base portion. A step of fixing the inner surface of the existing pipe with an interval in the circumferential direction, and winding the strip-like body in a spiral and fitting the adjacent winding parts of the strip-like body together, A step of lining the inner periphery of the existing pipe with a rehabilitation pipe, wherein the strip has a plurality of ridges extending in the longitudinal direction and spaced apart in the width direction, and between the ridges. It is characterized by comprising the steps of making a pipe while inserting the protrusion and filling the filler between the existing pipe and the renovated pipe.
According to the said method, a rehabilitation pipe | tube and an interposed member can be engaged in the process of manufacturing a rehabilitation pipe | tube.

上記方法において、一つの具体的態様では、上記介装部材を上記既設管に固定する工程では、アンカーボルトを上記介装部材のベース部を貫通させて上記既設管に打ち込む。
他の具体的態様では、さらに、上記充填材を充填する工程の後で、アンカーボルトを、上記既設管と上記充填材を貫通させて上記既設管に打ち込む工程を備えている。
In the above method, in one specific aspect, in the step of fixing the interposed member to the existing pipe, an anchor bolt is driven through the base portion of the interposed member into the existing pipe.
In another specific aspect, the method further includes a step of driving the anchor bolt through the existing pipe and the filler and then driving the anchor bolt into the existing pipe after the step of filling the filler.

本発明によれば、既設管の内面が滑らかであっても、低コストで更生管との一体化を図ることができる。   According to the present invention, even if the existing pipe has a smooth inner surface, it can be integrated with the rehabilitation pipe at low cost.

本発明の第1実施形態に係る既設管の更生方法を順を追って説明する概略横断面図であり、(A)は既設管の更生前の状態、(B)は軸方向に延びる介装部材を既設管内周にアンカーボルトで固定した状態、(C)は上記介装部材を介して更生管をライニングした状態をそれぞれ示す。It is a schematic cross-sectional view explaining the rehabilitation method of the existing pipe according to 1st Embodiment of this invention later on, (A) is the state before the rehabilitation of the existing pipe, (B) is the interposed member extended in an axial direction. Is a state in which is fixed to the inner periphery of the existing pipe with an anchor bolt, and FIG. 更生前の既設管を示す要部拡大縦断面図である。It is a principal part expanded longitudinal cross-sectional view which shows the existing pipe before rehabilitation. 上記介装部材を既設管の内周に上記アンカーボルトで固定した状態を示す要部拡大縦断面図である。It is a principal part expansion longitudinal cross-sectional view which shows the state which fixed the said intervention member to the inner periphery of the existing pipe with the said anchor bolt. 帯状体により更生管を製管しながら、帯状体を上記介装部材に係合させる工程を示す要部拡大縦断面図である。It is a principal part expansion longitudinal cross-sectional view which shows the process of engaging a strip | belt shaped body with the said interposed member, manufacturing a rehabilitation pipe | tube with a strip | belt shaped body. 更生管が完成した状態を示す要部拡大縦断面図である。It is a principal part expanded longitudinal sectional view which shows the state which the rehabilitation pipe | tube was completed. 既設管と更生管との間に裏込め材を充填した状態を示す要部拡大縦断面図である。It is a principal part expanded vertical sectional view which shows the state with which the backfilling material was filled between the existing pipe and the renovated pipe. 本発明の第2実施形態に係る既設管の更生方法において、既設管の内周に軸方向に延びる介装部材を固定した状態を示す要部拡大縦断面図である。It is a principal part expansion longitudinal cross-sectional view which shows the state which fixed the intervention member extended in an axial direction to the inner periphery of the existing pipe in the rehabilitation method of the existing pipe which concerns on 2nd Embodiment of this invention. 同第2実施形態において、帯状体により更生管を製管しながら、帯状体を上記介装部材に係合させる工程を示す要部拡大縦断面図である。In the said 2nd Embodiment, it is a principal part expanded longitudinal cross-sectional view which shows the process of engaging a strip | belt shaped body with the said interposed member, manufacturing a renovated pipe with a strip | belt shaped body. 更生管をアンカーボルトで既設管に固定した状態を示す要部拡大縦断面図である。It is a principal part expanded longitudinal sectional view which shows the state which fixed the renovated pipe to the existing pipe with the anchor bolt.

以下、本発明の第1実施形態を図1〜図6を参照しながら説明する。更生対象の既設管は、例えば地中の下水道管である。図1(A)、図2に示すように、本実施形態の既設管10は、老朽化した元管11を一度更生させたものであり、元菅11の内側に旧更生管12がライニングされ、元管11と旧更生管12との間にモルタル等の裏込め材13が充填されている。本実施形態の旧更生管12は樹脂製であり、後述する新更生管40と同様の構成であるので詳述しないが、内面が平滑であるためモルタル等の裏込め材が付着しにくい。なお、旧更生管12は他の構造を有する樹脂管であってもよい。   Hereinafter, a first embodiment of the present invention will be described with reference to FIGS. The existing pipe to be rehabilitated is, for example, an underground sewer pipe. As shown in FIGS. 1 (A) and 2, the existing pipe 10 of this embodiment is obtained by renewing an old main pipe 11 once, and an old renovated pipe 12 is lined inside the main fence 11. A back-filling material 13 such as mortar is filled between the main pipe 11 and the old rehabilitation pipe 12. Although the old rehabilitation pipe 12 of this embodiment is made of resin and has the same configuration as the new rehabilitation pipe 40 described later, it will not be described in detail. However, since the inner surface is smooth, a backfill material such as mortar is difficult to adhere. The old rehabilitation pipe 12 may be a resin pipe having another structure.

上記既設管10の更生方法を順を追って説明する。最初に、図1(B)、図3に示すように、既設管10の軸方向に延びる複数の細長い介装部材20が、周方向に等間隔をおいて既設管10の内面に固定される。本実施形態では、介装部材20は90°間隔で4箇所に配置されている。   The rehabilitation method for the existing pipe 10 will be described in order. First, as shown in FIG. 1B and FIG. 3, a plurality of elongated interposed members 20 extending in the axial direction of the existing pipe 10 are fixed to the inner surface of the existing pipe 10 at equal intervals in the circumferential direction. . In this embodiment, the intervention member 20 is arrange | positioned at four places at 90 degree intervals.

介装部材20は、直線状に延びる細長い板形状のベース部21と、このベース部21と一体をなしベース部21の長手方向に等間隔をおいて複数(本実施形態では3つ)形成された突起22とを有している。   The interposition member 20 is formed in a plurality of (three in the present embodiment) at an equal interval in the longitudinal direction of the base portion 21 that is integrated with the base portion 21 and has an elongated plate-like base portion 21 that extends linearly. And a protrusion 22.

突起22は先端部が矢尻形状をなしており、上記ベース部21から既設管10の径方向内方向に向かって突出する板状の主部22aと、この主部22aの先端からベース部21に向かって斜めに延びる一対の返し部22bとを有している。これら一対の返し部22bは、主部22aに対してベース部21の長手方向両側に配置されている。   The tip of the protrusion 22 has an arrowhead shape, a plate-like main portion 22 a protruding from the base portion 21 toward the radially inward direction of the existing pipe 10, and the tip of the main portion 22 a to the base portion 21. And a pair of return portions 22b extending obliquely toward the surface. The pair of return portions 22b are disposed on both sides in the longitudinal direction of the base portion 21 with respect to the main portion 22a.

介装部材20のベース部21の一端部21aは他の部位より、ベース部21の厚み分だけ既設管10の径方向内側に偏倚しており、このベース部21の一端部21aと既設管10の内面との間に、隣接する介装部材20のベース部21の他端部21bが入り込んでいる。このようにして複数の介装部材20のベース部21は、既設管10の内面に接するとともに、端部21a,21b同士が重なり合うようにして既設管10の軸方向に連なっている。
なお、介装部材20の軸方向位置合わせは、旧更生管12の線状痕(帯状体の継目)を目安にするので、事前の測定を必要としない。
One end portion 21a of the base portion 21 of the intervention member 20 is biased radially inward of the existing tube 10 by the thickness of the base portion 21 from other portions. The one end portion 21a of the base portion 21 and the existing tube 10 are offset. The other end portion 21b of the base portion 21 of the adjacent interposing member 20 is inserted between the inner surface of each of the intermediate members. In this way, the base portions 21 of the plurality of interposed members 20 are in contact with the inner surface of the existing tube 10 and are continuous in the axial direction of the existing tube 10 so that the end portions 21a and 21b overlap each other.
In addition, since the alignment of the intervention member 20 in the axial direction is based on the linear trace (the joint of the strip-shaped body) of the old rehabilitation pipe 12, no prior measurement is required.

上記介装部材20は、その長手方向に間隔をおいて複数箇所(本実施形態では3箇所)で固定手段30により、既設管10に固定される。固定手段30はアンカーボルト31を有し、このアンカーボルト31は、介装部材20のベース部21を貫通して既設管10に打ち込まれる。   The intervention member 20 is fixed to the existing pipe 10 by fixing means 30 at a plurality of locations (three locations in the present embodiment) at intervals in the longitudinal direction. The fixing means 30 has an anchor bolt 31, and this anchor bolt 31 penetrates the base portion 21 of the interposed member 20 and is driven into the existing pipe 10.

上記アンカーボルト31は、既設管10における旧更生管12を貫通し、元管11と裏込め材13の少なくとも一方に突き刺さっていればよい。例えば、図1(A)に示すように、旧更生管12の中心が元管11の中心より下方に偏倚している場合には、図1(B)に示すように下側のアンカーボルト31は、元菅11だけに突き刺さり、上側のアンカーボルト31は元管11に達せず、裏込め材13だけに突き刺さり、左右のアンカーボルト31は、裏込め材13と元管11の両方に突き刺さっている。   The anchor bolt 31 may penetrate the old renovated pipe 12 in the existing pipe 10 and pierce at least one of the main pipe 11 and the backfill material 13. For example, as shown in FIG. 1 (A), when the center of the old rehabilitation pipe 12 is biased downward from the center of the main pipe 11, the lower anchor bolt 31 is shown in FIG. 1 (B). Pierces only the main rod 11, the upper anchor bolt 31 does not reach the main tube 11, only the backfill material 13, and the left and right anchor bolts 31 pierce both the backfill material 13 and the main tube 11. Yes.

アンカーボルト31には、介装部材20のベース部21から既設管10の径方向内方向に突出する端部に雄ネジ部が形成されており、この雄ネジ部に螺合されたナット32を締め付けることにより、上記介装部材20が固定されている。   The anchor bolt 31 has a male threaded portion formed at an end projecting inward in the radial direction of the existing pipe 10 from the base portion 21 of the interposed member 20, and a nut 32 screwed into the male threaded portion is attached to the anchor bolt 31. The intervention member 20 is fixed by tightening.

次に、図1(C)、図4、図5に示すように、樹脂製、例えばポリエチレン製の長尺の帯状体41を用いて新規に更生管40が既設管10内周にライニングされる。この帯状体41の一方の面は平滑であり、他方の面には長手方向に延びる突条42が幅方向に等間隔で複数形成されている。これら突条42は断面T字形をなし、先端に横に張り出す一対の引掛部42aを有している。突条42は、後述する裏打ち材50(充填材)との付着性を向上させる役割を担うが、選択された突条42は、後述するように介装部材20の突起22と係合する係合部としての役割も担う。
帯状体41は、幅方向の一方側の縁に雌型嵌合部43を有し、他方の縁に雄型嵌合部44を有している。
Next, as shown in FIG. 1 (C), FIG. 4 and FIG. 5, the rehabilitation pipe 40 is newly lined on the inner circumference of the existing pipe 10 using a long strip 41 made of resin, for example, polyethylene. . One surface of the belt-like body 41 is smooth, and a plurality of protrusions 42 extending in the longitudinal direction are formed at equal intervals in the width direction on the other surface. These ridges 42 have a T-shaped cross section and have a pair of hooking portions 42a projecting laterally at the tip. The protrusion 42 plays a role of improving adhesion to a backing material 50 (filler) described later, but the selected protrusion 42 is engaged with the protrusion 22 of the interposition member 20 as described later. Also plays a role as a joint.
The belt-like body 41 has a female fitting portion 43 on one edge in the width direction, and a male fitting portion 44 on the other edge.

図4に示すように、既設管10内において、製管機(図示しない)を用いて帯状体41を螺旋状に巻き、隣接する巻部分41aの縁部同士を重ね合わせ、一方の巻き部分41aの雌型嵌合部43に他方の巻き部分41aの雄型嵌合部44を篏合させることにより、図5に示すように新規の更生管40が製管される。更生管40の内周面は帯状体41の平滑な面により構成されるので、平滑である。この製管方法は特許文献1〜3に示すように公知であるので詳細な説明を省略する。   As shown in FIG. 4, in the existing pipe 10, a belt-like body 41 is spirally wound using a pipe making machine (not shown), the edges of adjacent winding portions 41a are overlapped, and one winding portion 41a is overlapped. By mating the male fitting portion 44 of the other winding portion 41a with the female fitting portion 43, a new rehabilitation pipe 40 is manufactured as shown in FIG. Since the inner peripheral surface of the rehabilitation pipe 40 is constituted by the smooth surface of the belt-like body 41, it is smooth. Since this pipe manufacturing method is known as shown in Patent Documents 1 to 3, detailed description thereof is omitted.

上記更生管40を製管する際、帯状体41の各巻き部分41aの突条42間に、介装部材20の突起22が係合される。より具体的には、突起22の一対の返し部22bが弾性変形しながら突条42間に入り込んで係合される。突起22の一対の返し部22bが、その両側の突条42の引掛部42aに引っ掛かるので、帯状体41ひいては更生管40は、既設管10の内周面から離間した状態で、介装部材20に安定して支持されている。   When the rehabilitation pipe 40 is manufactured, the protrusions 22 of the interposing member 20 are engaged between the protrusions 42 of the respective winding portions 41a of the belt-like body 41. More specifically, the pair of return portions 22b of the protrusion 22 enters and engages between the protrusions 42 while being elastically deformed. Since the pair of return portions 22b of the protrusions 22 are hooked on the hook portions 42a of the protrusions 42 on both sides thereof, the belt-like body 41 and thus the rehabilitation pipe 40 are separated from the inner peripheral surface of the existing pipe 10 and the interposed member 20 Is supported stably.

上述のように介装部材20を介して更生管40を製管することにより、更生管40は既設管10の内周から離間した状態で支持される。
最後に図6に示すように、既設管10の内周と更生管40の外周との間に、モルタル等の裏込め材50(充填材)を充填する。この裏込め材50の硬化により既設管10の更生が完了する。
By manufacturing the renovated pipe 40 through the interposing member 20 as described above, the renovated pipe 40 is supported in a state of being separated from the inner periphery of the existing pipe 10.
Finally, as shown in FIG. 6, a backfill material 50 (filler) such as mortar is filled between the inner circumference of the existing pipe 10 and the outer circumference of the renovated pipe 40. The curing of the backfill material 50 completes the rehabilitation of the existing pipe 10.

図6の更生構造では、既設管10の内周面すなわち樹脂製の旧更生管12の内周面は平滑であるが、アンカーボルト31によって既設管10に固定された介装部材20に、更生管40が係合されているので、鋼製リング等を用いることなく少ない部品点数で、既設管10と更生管40を一体化することができる。裏込め材50は、水圧による更生管40の変形や劣化を防止する役割を有するが、介装部材20の突起22と帯状体41の突条42との係合構造を固めるので、既設管10と更生管40の一体化にも寄与している。   In the rehabilitation structure of FIG. 6, the inner peripheral surface of the existing pipe 10, that is, the inner peripheral surface of the resin-made old rehabilitation pipe 12 is smooth, but the rehabilitation is performed on the interposed member 20 fixed to the existing pipe 10 by the anchor bolt 31. Since the pipe 40 is engaged, the existing pipe 10 and the renovated pipe 40 can be integrated with a small number of parts without using a steel ring or the like. The backfill material 50 has a role of preventing deformation and deterioration of the rehabilitation pipe 40 due to water pressure, but since the engagement structure between the protrusion 22 of the interposed member 20 and the protrusion 42 of the belt-like body 41 is solidified, the existing pipe 10 This also contributes to the integration of the rehabilitation pipe 40.

上記実施形態において、地震が発生して裏込め材50がひび割れても、更生管40は軸方向に伸縮して破壊を免れる。更生管40が帯状体41を螺旋状に巻いて嵌合することにより構築されているため伸縮可能であり、しかも介装部材20が軸方向に多数並べてあり、更生管40の伸縮を許容するからである。   In the above embodiment, even if an earthquake occurs and the backfill material 50 is cracked, the rehabilitation pipe 40 extends and contracts in the axial direction to avoid breaking. Since the rehabilitation pipe 40 is constructed by spirally winding and fitting the belt-like body 41, the rehabilitation pipe 40 can be expanded and contracted, and a number of the interposition members 20 are arranged in the axial direction, and the expansion and contraction of the rehabilitation pipe 40 is allowed. It is.

上記実施形態において、裏打ち材50が充填される場合には、介装部材20の突起22は返し部22bを省き、帯状体41の突条42間に緩く挿入することにより係合状態を得てもよい。
なお、更生管40は帯状体41で螺旋状に巻いて構成しない場合でも、軸方向に伸縮可能な構造例えばベローズ構造にするのが好ましい。
In the above embodiment, when the backing material 50 is filled, the protrusion 22 of the interposing member 20 omits the return portion 22b and is loosely inserted between the protrusions 42 of the belt-like body 41 to obtain an engaged state. Also good.
Even if the rehabilitating tube 40 is not formed by being spirally wound around the belt-like body 41, it is preferable that the rehabilitating tube 40 has a structure that can expand and contract in the axial direction, for example, a bellows structure.

次に、図7〜図9を参照しながら、本発明の第2実施形態に係る更生方法について説明する。この第2実施形態において第1実施形態に対応する構成部には同番号または類似番号を付してその詳細な説明を省略する。
図7に示すように、本実施形態の既設管10Aは、強化プラスチック管等の樹脂製管からなるので、その内周面が平滑であり、裏込め材が付着しにくい。
Next, the rehabilitation method according to the second embodiment of the present invention will be described with reference to FIGS. In the second embodiment, components corresponding to those in the first embodiment are denoted by the same or similar numbers, and detailed description thereof is omitted.
As shown in FIG. 7, the existing pipe 10A of the present embodiment is made of a resin pipe such as a reinforced plastic pipe, so that its inner peripheral surface is smooth and the backfilling material is difficult to adhere.

最初の工程で、既設管10Aの内周に、細長い介装部材20Aが第1実施形態と同様の配置で、接着剤等で固定される。
介装部材20Aは、ベース部21と長手方向に間隔をおいて配置された平板形状の突起22Aとを有している。
In the first step, the elongated interposed member 20A is fixed to the inner periphery of the existing pipe 10A with an adhesive or the like in the same arrangement as in the first embodiment.
The intervention member 20A includes a base portion 21 and a flat plate-shaped protrusion 22A that is disposed at an interval in the longitudinal direction.

次に、図8に示すように、帯状体41を用いて新規に更生管40が製管され既設管10内周にライニングされる。この工程は第1実施形態と同様であるので、詳細な説明を省略する。
更生管40の製管の際、帯状体41の各巻き部分41aの2つの突条42間に、介装部材20Aの突起22Aが入り込んで係合される。突起22Aは、更生管40を既設管10Aの内周から離隔する役割も担う。
Next, as shown in FIG. 8, the rehabilitation pipe 40 is newly produced using the belt-like body 41 and is lined on the inner circumference of the existing pipe 10. Since this process is the same as that of the first embodiment, detailed description thereof is omitted.
When the rehabilitation pipe 40 is manufactured, the protrusion 22A of the interposing member 20A enters and engages between the two protrusions 42 of each winding portion 41a of the belt-like body 41. The protrusion 22A also plays a role of separating the rehabilitation pipe 40 from the inner periphery of the existing pipe 10A.

次に、図9に示すように既設管10Aの内周と更生管40の外周との間の隙間に、モルタル等の裏込め材50を充填する。この裏込め材50の硬化後に、アンカーボルト31が更生管40、裏込め材50および介装部材20のベース部21を貫通して既設管10Aに打ち込まれる。このアンカーボルト31の雄ネジ部に螺合されたナット32を締め付けることにより、更生管40が固定され、既設管10の更生が完了する。   Next, as shown in FIG. 9, a backfill material 50 such as mortar is filled in the gap between the inner circumference of the existing pipe 10 </ b> A and the outer circumference of the renovated pipe 40. After the backing material 50 is cured, the anchor bolt 31 penetrates the rehabilitated tube 40, the backing material 50 and the base portion 21 of the interposition member 20 and is driven into the existing tube 10A. By tightening the nut 32 screwed into the male thread portion of the anchor bolt 31, the rehabilitation pipe 40 is fixed, and the rehabilitation of the existing pipe 10 is completed.

上記構成では、介装部材20およびアンカーボルト31により、更生管40を既設管10と強固に一体化することができる。
本実施形態の介装部材20は、アンカーボルト31が貫通していること、更生管40と係合していることにより、更生管40と既設管10を離隔させる役割を果たすだけではなく、更生管40と既設管10の一体化に寄与することができる。
In the above configuration, the rehabilitation pipe 40 can be firmly integrated with the existing pipe 10 by the interposed member 20 and the anchor bolt 31.
The intervention member 20 of the present embodiment not only plays a role of separating the rehabilitated tube 40 and the existing tube 10 by the anchor bolt 31 passing therethrough and engaging with the rehabilitated tube 40, but also rehabilitated. This can contribute to the integration of the pipe 40 and the existing pipe 10.

本発明は、上記実施形態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種々の改変をなすことができる。
既設管に打ち込まれるアンカーボルトは、既設管を突き抜けていてもよい。
介装部材は、端部を重ねることなく軸方向に並べてもよいし、間隔をおいて軸方向に並べてもよい。
充填材は、既設管と更生管との間において、軸方向に間隔をおいて充填してもよい。また充填材として衝撃吸収材を用いてもよい。
更生管は短冊状の板材を繋ぎ合わせることにより構成してもよい。
既設管は、下水道管に限られず、上水道管、農業用水管、ガス管等であってもよい。
The present invention is not limited to the above embodiment, and various modifications can be made without departing from the spirit of the present invention.
The anchor bolt that is driven into the existing pipe may penetrate through the existing pipe.
The intervention members may be arranged in the axial direction without overlapping the end portions, or may be arranged in the axial direction at intervals.
The filler may be filled with an interval in the axial direction between the existing pipe and the rehabilitation pipe. Moreover, you may use an impact-absorbing material as a filler.
The rehabilitation pipe may be constituted by connecting strip-shaped plate materials.
The existing pipe is not limited to a sewer pipe, and may be a water pipe, an agricultural water pipe, a gas pipe, or the like.

本発明は、例えば老朽化した下水道管の更生に適用できる。   The present invention can be applied to, for example, rehabilitation of an aged sewer pipe.

10,10A 既設管
20,20A 介装部材
21 ベース部
22,22A 突起
22b 返し部
30 固定手段
31 アンカーボルト
40 更生管
41 帯状体
41a 巻き部分
42 突条(係合部)
42a 引掛部
50 裏込め材(充填材)
10, 10A Existing pipe 20, 20A Intervening member 21 Base part 22, 22A Protrusion 22b Return part 30 Fixing means 31 Anchor bolt 40 Rehabilitation pipe 41 Strip body 41a Winding part 42 Projection (engagement part)
42a Hook 50 Backing material (filler)

Claims (10)

既設管を更生する構造であって、
上記既設管の軸方向に延びるベース部とこのベース部から径方向内方向に突出する突起を有し、上記既設管の周方向に間隔をおいて配置された複数の介装部材と、
上記介装部材のベース部を上記既設管の内面に固定する固定手段と、
径方向外方向に突出する係合部を有し、上記係合部が上記突起に係合された状態で、上記既設管の内周にライニングされた更生管と、
を備えたことを特徴とする既設管の更生構造。
It is a structure to rehabilitate existing pipes,
A plurality of interposition members having a base portion extending in the axial direction of the existing pipe and a protrusion protruding radially inward from the base portion, and arranged at intervals in the circumferential direction of the existing pipe;
Fixing means for fixing the base portion of the intervention member to the inner surface of the existing pipe;
A rehabilitation pipe lined on the inner periphery of the existing pipe, with an engagement part projecting radially outward, with the engagement part engaged with the protrusion;
An existing pipe rehabilitation structure characterized by comprising
上記固定手段がアンカーボルトを有し、このアンカーボルトが上記介装部材の上記ベース部を貫通して上記既設管に打ち込まれていることを特徴とする請求項1に記載の既設管の更生構造。   2. The existing pipe rehabilitation structure according to claim 1, wherein the fixing means has an anchor bolt, and the anchor bolt penetrates the base portion of the interposed member and is driven into the existing pipe. . 上記更生管が上記アンカーボルトを覆っていることを特徴とする請求項2に記載の既設管の更生構造。   The rehabilitation structure for an existing pipe according to claim 2, wherein the rehabilitation pipe covers the anchor bolt. 上記既設管と上記更生管の間に充填材が充填されていることを特徴とする請求項1〜3のいずれかに記載の既設管の更生構造。   The rehabilitation structure for an existing pipe according to any one of claims 1 to 3, wherein a filler is filled between the existing pipe and the rehabilitation pipe. 上記更生管が、螺旋状に巻かれた帯状体からなり、この帯状体の隣接する巻部分が嵌合することにより構成され、この帯状体には、上記係合部として、上記帯状体の長手方向に延びるとともに幅方向に離間した複数の突条が形成され、上記突条間に上記介装部材の上記突起が入り込んでいることを特徴とする請求項1〜4のいずれかに記載の既設管の更生構造。   The rehabilitation pipe is formed by a spirally wound belt-like body, and is configured by fitting adjacent winding portions of the belt-like body. The belt-like body has a longitudinal portion of the belt-like body as the engagement portion. The existing protrusion according to any one of claims 1 to 4, wherein a plurality of protrusions extending in the direction and spaced apart in the width direction are formed, and the protrusions of the interposition member are inserted between the protrusions. Rehabilitation structure of the pipe. 既設管を更生する構造であって、
上記既設管の周方向に間隔をおいて配置され、軸方向に延びるベース部とこのベース部から径方向内方向に突出する突起を有し、上記ベース部が上記既設管の内面に固着された複数の介装部材と、
上記介装部材の突起により上記既設管の内周から離隔された状態でライニングされた更生管と、
上記既設管と上記更生管の間に充填された充填材と、
上記更生管と上記充填材を貫通して上記既設管に打ち込まれたアンカーボルトと、
を備えたことを特徴とする既設管の更生構造。
It is a structure to rehabilitate existing pipes,
The base pipe is disposed at intervals in the circumferential direction, and has a base portion extending in the axial direction and a protrusion protruding radially inward from the base portion, and the base portion is fixed to the inner surface of the existing pipe. A plurality of intervention members;
A rehabilitated pipe lined in a state of being separated from the inner circumference of the existing pipe by the protrusion of the intervention member;
A filler filled between the existing pipe and the rehabilitation pipe;
Anchor bolts that penetrate the rehabilitation pipe and the filler and are driven into the existing pipe;
Rehabilitation structure of existing pipes characterized by comprising
上記更生管が、螺旋状に巻かれた帯状体からなり、この帯状体の隣接する巻部分が嵌合することにより構成され、この帯状体には、上記帯状体の長手方向に延びるとともに幅方向に離間した複数の突条が形成され、上記突条間に上記介装部材の突起が入り込んでおり、上記アンカーボルトは上記介装部材のベース部をも貫通していることを特徴とする請求項6に記載の既設管の更生構造。   The rehabilitation pipe is formed by a spirally wound belt-like body, and is configured by fitting adjacent winding portions of the belt-like body. The belt-like body extends in the longitudinal direction of the belt-like body and extends in the width direction. A plurality of protrusions spaced apart from each other are formed, protrusions of the interposition member are inserted between the protrusions, and the anchor bolt also penetrates the base portion of the interposition member. Item 6. The existing pipe rehabilitation structure according to item 6. 既設管を更生する方法であって、
上記既設管の軸方向に延びるベース部とこのベース部から径方向内方向に突出する突起を有する複数の介装部材を、周方向に間隔をおいて上記既設管の内面に固定する工程と、
帯状体を螺旋状に巻くとともに上記帯状体の隣接する巻部分同士を嵌合させることにより更生管を製管し、この更生管により上記既設管の内周をライニングする工程であって、上記帯状体がその長手方向に延びるとともに幅方向に間隔をおいて形成された複数の突条を有し、上記突条間に上記突起を入り込ませながら製管する工程と、
上記既設管と上記更生管の間に充填材を充填する工程と、
を備えたことを特徴とする既設管の更生方法。
A method of rehabilitating existing pipes,
Fixing a plurality of interposition members having a base portion extending in the axial direction of the existing pipe and a protrusion protruding radially inward from the base portion to the inner surface of the existing pipe at intervals in the circumferential direction;
A step of winding a strip-like body in a spiral and making a rehabilitation pipe by fitting adjacent winding portions of the strip-like body, and lining the inner circumference of the existing pipe with the rehabilitation pipe, A body having a plurality of ridges formed in the longitudinal direction and spaced in the width direction, and making a pipe while inserting the protrusions between the ridges;
Filling a filler between the existing pipe and the rehabilitation pipe;
A method for rehabilitating an existing pipe, characterized by comprising:
上記介装部材を上記既設管に固定する工程では、アンカーボルトを上記介装部材のベース部を貫通させて上記既設管に打ち込むことを特徴とする請求項8に記載の既設管の更生方法。   The method for rehabilitating an existing pipe according to claim 8, wherein, in the step of fixing the interposed member to the existing pipe, an anchor bolt is driven through the base portion of the interposed member and driven into the existing pipe. さらに、上記充填材を充填する工程の後で、アンカーボルトを、上記既設管と上記充填材を貫通させて上記既設管に打ち込む工程を備えたことを特徴とする請求項8に記載の既設管の更生方法。
The existing pipe according to claim 8, further comprising a step of driving the anchor bolt into the existing pipe through the existing pipe and the filler after the step of filling the filler. Rehabilitation method.
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JPS6452726U (en) * 1987-09-28 1989-03-31
JPH01284699A (en) * 1988-05-12 1989-11-15 Kubota Ltd Fixing of thin pipe for shield secondary construction
JP2000329259A (en) * 1999-05-19 2000-11-30 Sekisui Chem Co Ltd Helical pipe fixing type pipe bed and laying structure of helical pipe with pipe bed
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Publication number Priority date Publication date Assignee Title
KR102149739B1 (en) * 2019-11-12 2020-08-31 박병권 Method for lining a pipe and lining structure
JP7064526B2 (en) 2019-11-12 2022-05-10 炳 權 朴 Repair and reinforcement methods for old pipes and repair / reinforcement structures

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