JP7032171B2 - Rehabilitation method for strip members and existing pipes - Google Patents

Rehabilitation method for strip members and existing pipes Download PDF

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JP7032171B2
JP7032171B2 JP2018030729A JP2018030729A JP7032171B2 JP 7032171 B2 JP7032171 B2 JP 7032171B2 JP 2018030729 A JP2018030729 A JP 2018030729A JP 2018030729 A JP2018030729 A JP 2018030729A JP 7032171 B2 JP7032171 B2 JP 7032171B2
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peripheral side
strip
outer peripheral
shaped member
pipe
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JP2019142181A (en
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佳郎 杉山
宏 菅原
明智 吉永
優太 宮武
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Sekisui Chemical Co Ltd
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Description

本発明は、例えば老朽化した既設の埋設管にライニングされて更生管となる帯状部材及び既設管の更生方法に関し、特に複合管設計に適した帯状部材及び既設管の更生方法に関する。 The present invention relates to, for example, a strip-shaped member lined with an old existing buried pipe to become a rehabilitation pipe and a method for rehabilitating the existing pipe, and particularly to a strip-shaped member suitable for composite pipe design and a method for rehabilitating an existing pipe.

老朽化した下水管等の既設管を更生する方法として、SPR(Sewage Pipe Renewal)工法が知られている。該工法は、硬質ポリ塩化ビニル製の帯状部材(プロファイル)を既設管の内面に沿って螺旋状に製管し、既設管との隙間には裏込め材を注入することで、既設管の強度を利用した複合管に更生するものである(特許文献1、2等参照)。
SPR工法に用いるプロファイルには、強度向上のためリブが形成されている。リブの断面はT字形状になっている。また、剛性をより高くするために、鋼鉄製の補強帯材が付加されたプロファイルも知られている。補強帯材の断面は概略W字形状になっている。該補強帯材の端部がリブの掛かり部に嵌合されることによって、補強帯材がプロファイルと一体化されている。
The SPR (Sewage Pipe Renewal) method is known as a method for rehabilitating an existing pipe such as an aged sewer pipe. In this method, a strip-shaped member (profile) made of rigid polyvinyl chloride is spirally formed along the inner surface of the existing pipe, and a backfill material is injected into the gap between the existing pipe and the existing pipe to strengthen the existing pipe. (See Patent Documents 1 and 2 etc.).
The profile used in the SPR method has ribs formed to improve the strength. The cross section of the rib is T-shaped. Also known are profiles to which a reinforcing strip made of steel is added for higher rigidity. The cross section of the reinforcing strip is approximately W-shaped. The reinforcing strip is integrated with the profile by fitting the end of the reinforcing strip into the hooked portion of the rib.

特開2011-194659号公報Japanese Unexamined Patent Publication No. 2011-194659 特開2002-147650号公報Japanese Unexamined Patent Publication No. 2002-147650

既設管の強度を利用する合理的な設計手法として複合管設計が知られている。複合管設計は、既設管、裏込め材、帯状部材(プロファイル)を一体化させることで強度を担保する。特に、プロファイルのT字断面のリブによってアンカー効果が発現し、裏込め材とプロファイルの一体化性が強化され得る。
一方、補強帯材を嵌合させたプロファイルを用いて複合管設計を行なう場合、プロファイルと裏込め材との一体化性を考慮する必要がある。例えば補強帯材がリブとリブの間に介在されることで、これらリブと補強帯材の外周側端面(既設管の内面を向く面)を結ぶように裏込め材に亀裂が走ることがないようにする必要がある。
本発明は、かかる事情に鑑み、裏込め材との一体化性を確保し、複合管設計に適した補強帯材を有する帯状部材(プロファイル)を提供することを目的とする。
Composite pipe design is known as a rational design method that utilizes the strength of existing pipes. In the composite pipe design, the strength is ensured by integrating the existing pipe, the backfill material, and the strip-shaped member (profile). In particular, the ribs on the T-shaped cross section of the profile can exert an anchoring effect and enhance the integrity of the backfill material and the profile.
On the other hand, when designing a composite pipe using a profile in which a reinforcing strip material is fitted, it is necessary to consider the integrity of the profile and the backfill material. For example, by interposing the reinforcing strip material between the ribs, cracks do not run in the backfill material so as to connect these ribs with the outer peripheral end surface (the surface facing the inner surface of the existing pipe) of the reinforcing strip material. It is necessary to do so.
In view of such circumstances, it is an object of the present invention to provide a band-shaped member (profile) having a reinforcing band material suitable for composite pipe design while ensuring integration with the backfill material.

前記課題を解決するため、本発明は、既設管の内周に沿って裏込め充填空間を介して製管されて更生管となる帯状部材であって、
外周側へ開放された嵌め込み受け部を有する合成樹脂からなる主帯材と、
前記主帯材の外周側に設けられた補強帯材と、を備え、
前記補強帯材が、前記裏込め充填空間に面するアンカー作用面を有するアンカー作用部を含み、前記アンカー作用面が、内周側へ向けて傾けられるか又は内周側へ向けられていることを特徴とする。
「外周側」とは、帯状部材が更生管に製管されたとき外周ないしは径方向外側を向く側を言う。「内周側」とは、帯状部材が更生管に製管されたとき内周ないしは径方向内側を向く側を言う。
更生管と既設管との間の裏込め充填空間には裏込め材が充填される。該裏込め材にアンカー作用部のアンカー作用面が接する。曲げモーメントや振動等の外力によって裏込め材が更生管に対して相対的に外周側へ変位しようとしたときは、アンカー作用部が裏込め材に外周側から係止される。これによってアンカー効果が働き、裏込め材と帯状部材との間の界面剥離が抑えられる。この結果、既設管と裏込め材と更生管との一体化性が高まり、複合管としての性能を維持できる。
In order to solve the above-mentioned problems, the present invention is a strip-shaped member which is made into a rehabilitation pipe along the inner circumference of an existing pipe through a backfill filling space.
A main band made of synthetic resin having a fitting receiving portion open to the outer peripheral side,
A reinforcing band material provided on the outer peripheral side of the main band material is provided.
The reinforcing strip includes an anchoring portion having an anchoring working surface facing the backfill filling space, and the anchoring working surface is tilted toward the inner peripheral side or directed toward the inner peripheral side. It is characterized by.
The "outer peripheral side" refers to the side facing the outer circumference or the radial outer side when the strip-shaped member is made into a rehabilitation pipe. The "inner peripheral side" refers to the side facing the inner peripheral or radial inward when the strip-shaped member is made into the rehabilitation pipe.
The backfill filling space between the rehabilitation pipe and the existing pipe is filled with the backfill material. The anchoring surface of the anchoring portion comes into contact with the backfilling material. When the backfilling material tries to be displaced toward the outer peripheral side relative to the rehabilitation pipe due to an external force such as a bending moment or vibration, the anchor acting portion is locked to the backfilling material from the outer peripheral side. As a result, the anchor effect works, and the interfacial peeling between the backfill material and the strip-shaped member is suppressed. As a result, the integration of the existing pipe, the backfill material, and the rehabilitation pipe is improved, and the performance as a composite pipe can be maintained.

前記アンカー作用部が、前記主帯材より外周側へ突出するように配置されていることが好ましい。
これによって、アンカー作用部と裏込め材との引っ掛かりを強固にでき、一体化性が一層高まる。
It is preferable that the anchor acting portion is arranged so as to project toward the outer peripheral side from the main band member.
As a result, the anchoring portion and the backfilling material can be firmly caught, and the integration is further enhanced.

前記補強帯材が、外周側へ向けて凸形状の胴部を含み、前記胴部の一対の側壁の少なくとも1つが、外周側へ向かうにしたがって他方の側壁とは反対側へ傾斜された傾斜壁部を有していることが好ましい。
前記傾斜壁部がアンカー作用部となり、前記傾斜壁部の外側面が、内周側へ向けて傾けられるとともに裏込め充填空間に面するアンカー作用面となる。これによって、アンカー効果を発現できる。
前記胴部の一対の側壁の両方が前記傾斜壁部を有していることが、より好ましい。
The reinforcing strip includes a body portion that is convex toward the outer peripheral side, and at least one of the pair of side walls of the body portion is an inclined wall that is inclined toward the outer peripheral side and opposite to the other side wall. It is preferable to have a portion.
The inclined wall portion serves as an anchor acting portion, and the outer surface of the inclined wall portion serves as an anchor acting surface that is tilted toward the inner peripheral side and faces the backfill filling space. Thereby, the anchor effect can be expressed.
It is more preferable that both of the pair of side walls of the body portion have the inclined wall portion.

前記主帯材が、前記補強帯材を前記胴部の内側から保持する補強帯保持部を有していることが好ましい。
前記補強帯保持部によって、補強帯材が主帯材から外れるのを防止できる。これによって、アンカー効果を確実に発現させることができる。
前記補強帯保持部は、前記胴部の内部に挿入されて前記一対の側壁の内面に押し当てられていることが好ましい。
前記主帯材には外周側へ突出するリブが形成されており、前記リブが、前記胴部の内部に挿入されて前記側壁の内面に押し当てられことで、前記補強帯保持部となっていてもよい。
It is preferable that the main band member has a reinforcing band holding portion that holds the reinforcing band member from the inside of the body portion.
The reinforcing band holding portion can prevent the reinforcing band material from coming off from the main band material. Thereby, the anchor effect can be surely expressed.
It is preferable that the reinforcing band holding portion is inserted into the inside of the body portion and pressed against the inner surface of the pair of side walls.
The main band material is formed with ribs protruding toward the outer peripheral side, and the ribs are inserted into the inside of the body portion and pressed against the inner surface of the side wall to form the reinforcing band holding portion. You may.

前記胴部の一対の側壁が、内周側の端部から外周側へ向かって互いに接近されるかほぼ直立された基壁部を有し、前記基壁部の外周側に前記傾斜壁部が連なっていることが好ましい。
これによって、胴部の中間部にクビレが出来、クビレから内周側へ向かって一対の側壁の基壁部どうしの間隔が広がるか、又はほぼ一定の間隔になる。したがって、帯状部材の製造時に、リブ等の補強帯保持部を胴部の内部に挿し入れ易くなる。ひいては、補強帯材を主帯材に嵌め込み易くなり、帯状部材の製造を容易化できる。
The pair of side walls of the body portion has a base wall portion that is close to each other or is substantially upright from the end portion on the inner peripheral side toward the outer peripheral side, and the inclined wall portion is located on the outer peripheral side of the base wall portion. It is preferable that they are connected.
As a result, a crack is formed in the middle portion of the body portion, and the distance between the base wall portions of the pair of side walls increases from the crack to the inner peripheral side, or the distance becomes almost constant. Therefore, at the time of manufacturing the band-shaped member, it becomes easy to insert the reinforcing band holding portion such as a rib into the inside of the body portion. As a result, the reinforcing strip material can be easily fitted into the main strip material, and the manufacture of the strip-shaped member can be facilitated.

前記主帯材には幅方向に互いに離れて外周側へ突出された一対のリブが形成され、これらリブが、前記胴部の内部に挿入されて前記一対の側壁の内面にそれぞれ押し当てられていることが好ましい。
これによって、帯状部材の製造時に補強帯材を主帯材に一層嵌め込み易くなる。また、胴部を比較的幅広に形成でき、補強帯材の製造を容易化できる。前記一対のリブは前記補強帯保持部としての役割を担う。
A pair of ribs are formed on the main strip so as to be separated from each other in the width direction and protrude toward the outer peripheral side, and these ribs are inserted into the inside of the body portion and pressed against the inner surface of the pair of side walls. It is preferable to have.
This makes it easier to fit the reinforcing strip into the main strip during the manufacture of the strip. Further, the body portion can be formed to be relatively wide, and the production of the reinforcing strip can be facilitated. The pair of ribs serves as the reinforcing band holding portion.

本発明方法は、既設管の更生方法であって、前記の帯状部材を用いて、前記既設管の内周に沿って裏込め充填空間を介して更生管を製管することを特徴とする。 The method of the present invention is a method for rehabilitating an existing pipe, and is characterized in that a rehabilitated pipe is manufactured along the inner circumference of the existing pipe through a backfill filling space by using the strip-shaped member.

本発明によれば、補強帯材によってアンカー効果を発現させて、帯状部材と裏込め材の一体化性を確保することができる。 According to the present invention, the anchor effect can be exhibited by the reinforcing band material, and the integrity of the band-shaped member and the backfilling material can be ensured.

図1は、本発明の第1実施形態に係る帯状部材の断面図である。FIG. 1 is a cross-sectional view of a strip-shaped member according to the first embodiment of the present invention. 図2(a)は、前記帯状部材によって更生された既設管の断面図である。図2(b)は同図(a)の円部IIbの拡大断面図である。FIG. 2A is a cross-sectional view of an existing pipe rehabilitated by the strip-shaped member. FIG. 2B is an enlarged cross-sectional view of the circular portion IIb of FIG. 2A. 図3は、本発明の第2実施形態に係る帯状部材の断面図である。FIG. 3 is a cross-sectional view of the strip-shaped member according to the second embodiment of the present invention. 図4は、本発明の第3実施形態に係る帯状部材の断面図である。FIG. 4 is a cross-sectional view of the strip-shaped member according to the third embodiment of the present invention. 図5は、本発明の第4実施形態に係る帯状部材の断面図である。FIG. 5 is a cross-sectional view of the strip-shaped member according to the fourth embodiment of the present invention. 図6は、本発明の第5実施形態に係る帯状部材の断面図である。FIG. 6 is a cross-sectional view of the strip-shaped member according to the fifth embodiment of the present invention. 図7は、本発明の第6実施形態に係る帯状部材の断面図である。FIG. 7 is a cross-sectional view of the strip-shaped member according to the sixth embodiment of the present invention. 図8は、本発明の第7実施形態に係る帯状部材の断面図である。FIG. 8 is a cross-sectional view of the strip-shaped member according to the seventh embodiment of the present invention.

以下、本発明の実施形態を図面にしたがって説明する。
<第1実施形態>
図1~図2は、本発明の第1実施形態を示したものである。図2(a)に示すように、本発明形態の帯状部材3は、地中の老朽化した既設管1の更生材料として用いられる。更生対象の既設管1は例えば下水道管である。なお、既設管1は、下水道管に限られず、上水道管、農業用水管、水力発電用導水管、ガス管等であってもよい。該既設管1が更生されることによって複合管Mが構築されている。複合管Mにおいては、帯状部材3から製管された更生管2と既設管1とが裏込め材6を介して構造的に一体化されている。更生管2だけでなく既設管1も強度を分担している。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
<First Embodiment>
1 to 2 show the first embodiment of the present invention. As shown in FIG. 2A, the strip-shaped member 3 of the present invention is used as a rehabilitation material for an existing pipe 1 that has deteriorated in the ground. The existing pipe 1 to be rehabilitated is, for example, a sewer pipe. The existing pipe 1 is not limited to the sewer pipe, but may be a water pipe, an agricultural water pipe, a hydroelectric power transmission pipe, a gas pipe, or the like. The composite pipe M is constructed by rehabilitating the existing pipe 1. In the composite pipe M, the rehabilitation pipe 2 made from the strip-shaped member 3 and the existing pipe 1 are structurally integrated via the backfill material 6. Not only the rehabilitation pipe 2 but also the existing pipe 1 shares the strength.

図1に示すように、帯状部材3は、主帯材10と、補強帯材20を含む。主帯材10の材質は、ポリ塩化ビニル等の合成樹脂である。主帯材10は、前記合成樹脂の押出成形によって一定断面に形成され、かつ図1の紙面と直交する方向へ長尺状に延びている。主帯材10は、平坦な平帯部11と、一対(複数)の断面T字状のリブ15(以下「Tリブ15」と称す)と、嵌合部13,14を含む。一対(複数)のTリブ15は、平帯部11の幅方向(図1において左右)に互いに離れて配置され、かつ平帯部11から外周側(図1において上側)へ突出されている。図2(b)に示すように、「外周側部」とは、帯状部材3が更生管2に製管されたとき外周ないしは径方向外側を向く側部を言う。 As shown in FIG. 1, the band-shaped member 3 includes a main band member 10 and a reinforcing band member 20. The material of the main band material 10 is a synthetic resin such as polyvinyl chloride. The main strip 10 is formed into a constant cross section by extrusion molding of the synthetic resin, and extends in a long shape in a direction orthogonal to the paper surface of FIG. The main band member 10 includes a flat flat band portion 11, a pair (s) of ribs 15 having a T-shaped cross section (hereinafter referred to as “T rib 15”), and fitting portions 13 and 14. The pair (plural) T-ribs 15 are arranged apart from each other in the width direction (left and right in FIG. 1) of the flat band portion 11 and project from the flat band portion 11 toward the outer peripheral side (upper side in FIG. 1). As shown in FIG. 2B, the “outer peripheral side portion” refers to a side portion facing the outer circumference or the radial outer side when the strip-shaped member 3 is made into the rehabilitation pipe 2.

図1に示すように、平帯部11の幅方向の一端部(図1において左端部)には第1嵌合部13が設けられている。平帯部11の幅方向の他端部(図1において右端部)には第2嵌合部14が設けられている。第1嵌合部13の外周側部(図1において上側部)には係止突起16が一体に設けられている。第2嵌合部14の外周側部には係止突起17が一体に設けられている。 As shown in FIG. 1, a first fitting portion 13 is provided at one end portion (left end portion in FIG. 1) of the flat band portion 11 in the width direction. A second fitting portion 14 is provided at the other end of the flat band portion 11 in the width direction (the right end portion in FIG. 1). A locking projection 16 is integrally provided on the outer peripheral side portion (upper portion in FIG. 1) of the first fitting portion 13. A locking projection 17 is integrally provided on the outer peripheral side portion of the second fitting portion 14.

主帯材10の外周側部(図1において上側部)における、係止突起16,17どうしの間に嵌め込み受け部12が形成されている。嵌め込み受け部12は、外周側(図1において上側)へ開放されるとともに前記一対のTリブ15によって3つに分割された凹溝状になっている。嵌め込み受け部12が、補強帯材20を受け入れている。 A fitting receiving portion 12 is formed between the locking projections 16 and 17 on the outer peripheral side portion (upper portion in FIG. 1) of the main band member 10. The fitting receiving portion 12 is opened to the outer peripheral side (upper side in FIG. 1) and has a concave groove shape divided into three by the pair of T-ribs 15. The fitting receiving portion 12 receives the reinforcing strip 20.

補強帯材20は、主帯材10よりも剛性が高い金属等の材質によって構成され、好ましくはスチール製の帯板によって構成されている。該帯板がロールフォーミング機などによって折り曲げ加工されることによって一定断面の補強帯材20に成形されている。詳しくは、補強帯材20は、幅方向(図1において左右)の中央の胴部21と、その両側に連なる一対の肩部22と一対の腕部23を含み、概略W字形状の断面をなして主帯材10と同方向(図1の紙面と直交する方向)へ延びている。 The reinforcing strip 20 is made of a material such as metal, which has higher rigidity than the main strip 10, and is preferably made of a steel strip. The strip is formed into a reinforcing strip 20 having a constant cross section by being bent by a roll forming machine or the like. Specifically, the reinforcing strip 20 includes a central body portion 21 in the width direction (left and right in FIG. 1), a pair of shoulder portions 22 and a pair of arm portions 23 connected to both sides thereof, and has a substantially W-shaped cross section. It extends in the same direction as the main strip 10 (direction orthogonal to the paper surface of FIG. 1).

胴部21は、一対の側壁24と、外周側板25を有し、外周側(図1において上側)へ向けて凸形状になっている。各側壁24は、基壁部26と、傾斜壁部27を含む。一対の側壁24の基壁部26は、胴部21の内周側の端部(図1において下端部)から外周側(図1において上側)へ向かって僅かに接近されるかほぼ直立されている。 The body portion 21 has a pair of side walls 24 and an outer peripheral side plate 25, and has a convex shape toward the outer peripheral side (upper side in FIG. 1). Each side wall 24 includes a base wall portion 26 and an inclined wall portion 27. The base wall portion 26 of the pair of side walls 24 is slightly approached or substantially upright from the inner peripheral side end portion (lower end portion in FIG. 1) to the outer peripheral side (upper side in FIG. 1) of the body portion 21. There is.

各基壁部26の外周側(図1において上側)に傾斜壁部27が連なっている。傾斜壁部27は、外周側(図1において上側)へ向かうにしたがって他方の側壁24とは反対側へ傾斜されている。胴部21の中間部にはクビレ21cが形成されている。
一対の傾斜壁部27の外周側(図1において上側)の端部どうしが、外周側板25を介して連ねられている。
The inclined wall portion 27 is connected to the outer peripheral side (upper side in FIG. 1) of each base wall portion 26. The inclined wall portion 27 is inclined to the side opposite to the other side wall 24 toward the outer peripheral side (upper side in FIG. 1). A constriction 21c is formed in the middle portion of the body portion 21.
The ends of the pair of inclined wall portions 27 on the outer peripheral side (upper side in FIG. 1) are connected to each other via the outer peripheral side plate 25.

各基壁部26の内周側(図1において下側)の端部に肩部22が連なっている。肩部22は平帯部11に沿って平坦になっている。肩部22の幅方向(図1において左右)の外側の端部に腕部23が連なっている。腕部23は、肩部22から外周側(図1において上側)へ斜めに折り返されている。
補強帯材20によれば、胴部21が比較的(例えば図3等と比べて)幅広であるために、ロールフォーミング等による折り曲げ成形が容易である。
外周側板25の幅寸法ひいては胴部21の幅寸法W(図2(b))は、好ましくはW=5mm~100mm程度である。
The shoulder portion 22 is connected to the end portion on the inner peripheral side (lower side in FIG. 1) of each base wall portion 26. The shoulder portion 22 is flat along the flat band portion 11. The arm portion 23 is connected to the outer end portion of the shoulder portion 22 in the width direction (left and right in FIG. 1). The arm portion 23 is diagonally folded back from the shoulder portion 22 toward the outer peripheral side (upper side in FIG. 1).
According to the reinforcing strip 20, since the body portion 21 is relatively wide (for example, as compared with FIG. 3 and the like), bending molding by roll forming or the like is easy.
The width dimension of the outer peripheral side plate 25 and thus the width dimension W 2 of the body portion 21 (FIG. 2 (b)) is preferably about W 2 = 5 mm to 100 mm.

前記補強帯材20が主帯材10の嵌め込み受け部12に外周側から嵌め込まれている。肩部22が平帯部11に宛がわれ、腕部23の先端部が係止突起16,17に係止されている。一対のTリブ15が、胴部21の内部に挿入されている。各Tリブ15のフランジ部15fが、対応する側壁24の内面に押し当てられている。Tリブ15(補強帯保持部)によって、補強帯材20が胴部21の内側から保持されている。
クビレ21cから内周側へ向かって一対の側壁24どうしの間隔が広がるか、又はほぼ一定の間隔になっているため、帯状部材3の製造時には、Tリブ15を胴部21の内部に挿し入れ易くなる。更にTリブ15が一対をなすことによって胴部21の内部に一層挿し入れ易くなる。これによって、帯状部材3の製造を容易化できる。
クビレ21c付近よりも外周側の胴部21ひいては傾斜壁部27が、主帯材10より外周側(図1において上側)へ突出されている。
該突出高さH(図2(b))は、好ましくはH=5mm~60mm程度である。
The reinforcing strip 20 is fitted into the fitting receiving portion 12 of the main strip 10 from the outer peripheral side. The shoulder portion 22 is addressed to the flat band portion 11, and the tip portion of the arm portion 23 is locked to the locking projections 16 and 17. A pair of T-ribs 15 are inserted inside the body portion 21. The flange portion 15f of each T-rib 15 is pressed against the inner surface of the corresponding side wall 24. The reinforcing band member 20 is held from the inside of the body portion 21 by the T rib 15 (reinforcing band holding portion).
Since the distance between the pair of side walls 24 is widened from the constriction 21c toward the inner peripheral side, or the distance is almost constant, the T-rib 15 is inserted inside the body portion 21 at the time of manufacturing the strip-shaped member 3. It will be easier. Further, the pair of T-ribs 15 makes it easier to insert into the inside of the body portion 21. This makes it possible to facilitate the manufacture of the strip-shaped member 3.
The body portion 21 on the outer peripheral side of the vicinity of the constriction 21c, and thus the inclined wall portion 27, protrudes from the main strip 10 toward the outer peripheral side (upper side in FIG. 1).
The protrusion height H (FIG. 2 (b)) is preferably about H = 5 mm to 60 mm.

図2(a)に示すように、前記のように形成された帯状部材3が、人孔4間の既設管1の内周に沿って螺旋状に巻回されることによって螺旋管状の更生管2となる。図2(b)に示すように、更生管2において、一周違いに隣接する嵌合部13,14どうしが凹凸嵌合されている。 As shown in FIG. 2A, the strip-shaped member 3 formed as described above is spirally wound along the inner circumference of the existing pipe 1 between the manholes 4 to form a spiral tubular rehabilitation pipe. It becomes 2. As shown in FIG. 2B, in the rehabilitation pipe 2, the fitting portions 13 and 14 adjacent to each other are fitted in an uneven manner.

既設管1と更生管2との間には裏込め充填空間5が形成される。裏込め充填空間5は、管間空間部5aと、段差空間部5bと、凹溝空間部5cとを含む。既設管1の内周面と外周側板25との間が管間空間部5aとなっている。外周側板25と嵌合部13との内外方向(図2(b)において上下方向)に沿う高低差によって、胴部21の隣接する巻き部分どうし間に段差空間部5bが形成されている。段差空間部5bは管間空間部5aと一体に連なっている。段差空間部5bの幅Wは、胴部21の隣接する巻き部分どうし間の距離と等しく、好ましくはW=20mm~200mm程度である。また、段差空間部5bの高さは、胴部21の前記突出高さHと等しく、好ましくは5mm~60mm程度である。
肩部22と腕部23と基壁部26とによって、凹溝空間部5cが形成されている。凹溝空間部5cは、外周側へ開放され、段差空間部5bと一体に連なっている。
A backfill filling space 5 is formed between the existing pipe 1 and the rehabilitation pipe 2. The backfill filling space 5 includes an inter-pipe space portion 5a, a step space portion 5b, and a concave groove space portion 5c. The space between the inner peripheral surface of the existing pipe 1 and the outer peripheral side plate 25 is the inter-pipe space portion 5a. The step space portion 5b is formed between the adjacent winding portions of the body portion 21 due to the height difference along the inner and outer directions (vertical direction in FIG. 2B) between the outer peripheral side plate 25 and the fitting portion 13. The step space portion 5b is integrally connected to the inter-pipe space portion 5a. The width W 1 of the step space portion 5b is equal to the distance between the adjacent winding portions of the body portion 21, and is preferably about W 1 = 20 mm to 200 mm. Further, the height of the step space portion 5b is equal to the protruding height H of the body portion 21, and is preferably about 5 mm to 60 mm.
The concave groove space portion 5c is formed by the shoulder portion 22, the arm portion 23, and the base wall portion 26. The concave groove space portion 5c is opened to the outer peripheral side and is integrally connected to the step space portion 5b.

図2(b)に示すように、傾斜壁部27(アンカー作用部)の外側面は、裏込め充填空間5の段差空間部5bに面するアンカー作用面27aとなっている。アンカー作用面27aは、更生管2の管軸Lと直交する面に対して、内周側へ向けて角度α27だけ傾けられている。好ましくは、傾斜角度α27は、α27=略0°~30°である。 As shown in FIG. 2B, the outer surface of the inclined wall portion 27 (anchor acting portion) is an anchor acting surface 27a facing the step space portion 5b of the backfill filling space 5. The anchor working surface 27a is tilted toward the inner peripheral side by an angle α 27 with respect to the surface of the rehabilitation tube 2 orthogonal to the tube axis L 2 . Preferably, the tilt angle α 27 is α 27 = approximately 0 ° to 30 °.

図2(b)に示すように、裏込め充填空間5には裏込め材6が充填される。既設管1と裏込め材6と更生管2とによって複合管Mが構築される。アンカー作用面27aを含む更生管2の外面が裏込め材6に接する。 As shown in FIG. 2B, the backfill filling space 5 is filled with the backfill material 6. The composite pipe M is constructed by the existing pipe 1, the backfill material 6, and the rehabilitation pipe 2. The outer surface of the rehabilitation pipe 2 including the anchor working surface 27a is in contact with the backfilling material 6.

複合管Mに曲げモーメントや振動等の外力が加えられ、裏込め材6が更生管2に対して相対的に外周側へ変位しようとしたときは、傾斜壁部27(アンカー作用部)が裏込め材6に外周側から係止される。これによってアンカー効果が働き、裏込め材6と更生管2との間の界面剥離が抑えられ、裏込め材6に亀裂が入るのを防止できる。更に、傾斜壁部27が主帯材10より外周側へ突出して配置されているため、傾斜壁部27と裏込め材6との引っ掛かりを強固にできる。この結果、既設管1と裏込め材6と更生管2との一体化性が高まり、複合管Mとしての性能を確実に維持できる。
Tリブ15(補強帯保持部)が補強帯材20を胴部21の内側から保持することによって、補強帯材20が主帯材10から外れるのを防止できる。これによって、アンカー効果を確実に発現させることができ、一体化性能を維持できる。
When an external force such as a bending moment or vibration is applied to the composite pipe M and the backfill material 6 tries to be displaced toward the outer peripheral side relative to the rehabilitation pipe 2, the inclined wall portion 27 (anchor acting portion) is backed. It is locked to the filling material 6 from the outer peripheral side. As a result, the anchor effect works, the interface peeling between the backfill material 6 and the rehabilitation pipe 2 is suppressed, and cracks can be prevented from entering the backfill material 6. Further, since the inclined wall portion 27 is arranged so as to project toward the outer peripheral side from the main band member 10, the inclined wall portion 27 and the backfilling material 6 can be firmly caught. As a result, the integration of the existing pipe 1, the backfill material 6, and the rehabilitation pipe 2 is enhanced, and the performance as the composite pipe M can be reliably maintained.
By holding the reinforcing strip 20 from the inside of the body portion 21 by the T rib 15 (reinforcing strip holding portion), it is possible to prevent the reinforcing strip 20 from coming off from the main strip 10. As a result, the anchor effect can be reliably expressed and the integrated performance can be maintained.

次に、本発明の他の実施形態を説明する。以下の実施形態において既述の形態と重複する構成に関しては、図面に同一符号を付して説明を省略する。
<第2実施形態>
図3は、本発明の第2実施形態を示したものである。第2実施形態の帯状部材3Bにおいては、平帯部11の幅方向の中央部にTリブ15が1つだけ設けられている。補強帯材20Bの胴部21は、第1実施形態よりも幅が小さくなっている。単一のTリブ15が、胴部21の内部に挿し入れられている。フランジ15fの両端部が一対の側壁24の内面に押し当てられている。これによって、補強帯材20Bが主帯材10から外れないように胴部21の内側から保持されている。
Next, another embodiment of the present invention will be described. In the following embodiments, the same reference numerals are given to the drawings for configurations that overlap with the above-described embodiments, and the description thereof will be omitted.
<Second Embodiment>
FIG. 3 shows a second embodiment of the present invention. In the band-shaped member 3B of the second embodiment, only one T-rib 15 is provided at the center of the flat band portion 11 in the width direction. The body portion 21 of the reinforcing strip 20B has a width smaller than that of the first embodiment. A single T-rib 15 is inserted inside the body 21. Both ends of the flange 15f are pressed against the inner surfaces of the pair of side walls 24. As a result, the reinforcing strip 20B is held from the inside of the body portion 21 so as not to come off from the main strip 10.

<第3実施形態>
図4は、本発明の第3実施形態を示したものである。第3実施形態の帯状部材3Cにおいては、主帯材19の平帯部11の幅方向に離れて一対のT字断面のリブ18(以下「Tリブ18」と称す)が設けられている。これらTリブ18の間に嵌め込み受け部12が形成されている。嵌め込み受け部12に補強帯材20Cが嵌め込まれている。補強帯材20Cの一対の腕部23が、Tリブ18のフランジとウエブの隅角部に係止されている。
<Third Embodiment>
FIG. 4 shows a third embodiment of the present invention. In the band-shaped member 3C of the third embodiment, a pair of ribs 18 having a T-shaped cross section (hereinafter referred to as “T ribs 18”) are provided apart from each other in the width direction of the flat band portion 11 of the main band member 19. A fitting receiving portion 12 is formed between these T ribs 18. The reinforcing strip 20C is fitted into the fitting receiving portion 12. A pair of arm portions 23 of the reinforcing strip 20C are locked to the flange of the T-rib 18 and the corner portion of the web.

補強帯材20Cにおいては、胴部21の各側壁24Cのほぼ全体が、外周側(図4において上側)へ向かって他方の側壁24Cとは反対側へ傾斜されている。これによって、側壁24Cのほぼ全体が、傾斜壁部すなわちアンカー作用部となっている。側壁24Cの外側面の全体が、内周側へ向けて傾けられるとともに裏込め充填空間5に面するアンカー作用面となっている。 In the reinforcing strip 20C, almost the entire side wall 24C of the body portion 21 is inclined toward the outer peripheral side (upper side in FIG. 4) toward the side opposite to the other side wall 24C. As a result, almost the entire side wall 24C becomes an inclined wall portion, that is, an anchor acting portion. The entire outer surface of the side wall 24C is an anchor working surface that is tilted toward the inner peripheral side and faces the backfill filling space 5.

胴部21は、Tリブ18よりも外周側(図4において上側)へ突出されている。ひいては、側壁24C(アンカー作用部)の外周側の端部(図4において上端部)が、主帯材19よりも外周側(図4において上側)へ突出されている。これによって、強固なアンカー効果が得られる。
なお、主帯材19の幅方向の一端部(図4において左端部)には雌嵌合部19aが形成されている。主帯材19の幅方向の他端部(図4において右端部)には雄嵌合部19bが形成されている。図示は省略するが、製管時には、帯状部材3Cが螺旋状に巻回されるとともに一周違いに隣接する雌嵌合部19aと雄嵌合部19bとが嵌合される。
The body portion 21 projects toward the outer peripheral side (upper side in FIG. 4) with respect to the T rib 18. As a result, the end portion (upper end portion in FIG. 4) on the outer peripheral side of the side wall 24C (anchor acting portion) protrudes toward the outer peripheral side (upper side in FIG. 4) from the main band member 19. This provides a strong anchor effect.
A female fitting portion 19a is formed at one end of the main strip 19 in the width direction (the left end in FIG. 4). A male fitting portion 19b is formed at the other end of the main strip 19 in the width direction (the right end in FIG. 4). Although not shown, the strip-shaped member 3C is spirally wound and the female fitting portion 19a and the male fitting portion 19b adjacent to each other are fitted one round at a time during pipe making.

<第4実施形態>
図5は、本発明の第4実施形態を示したものである。第4実施形態の帯状部材3Dにおいては、補強帯材20Dの胴部21がTリブ18よりも突出高さが低い。アンカー作用部となる側壁24Dの全体が、主帯材19の外周側の端部よりも内周側(図5において下側)に引っ込んで配置されている。
<Fourth Embodiment>
FIG. 5 shows a fourth embodiment of the present invention. In the strip-shaped member 3D of the fourth embodiment, the body portion 21 of the reinforcing strip member 20D has a lower protrusion height than the T-rib 18. The entire side wall 24D serving as the anchor acting portion is recessed and arranged on the inner peripheral side (lower side in FIG. 5) from the outer peripheral side end portion of the main band member 19.

<第5実施形態>
図6は、本発明の第5実施形態を示したものである。第5実施形態の帯状部材3Eにおいては、補強帯材20Eの胴部21が、一対の側壁24Eと、円形頂部28を含む。一対の側壁24Eは、外周側(図6において上側)へ向かって互いの間隔が狭くなるように傾斜されている。なお、一対の側壁24Eが直立されていてもよい。これら側壁24Eの外周側の端部(図6において上端部)間に、断面円形の円形頂部28が設けられている。円形頂部28の直径は、側壁24Eの外周側の端部どうしの間隔より大きい。
円形頂部28は、主帯材19よりも外周側(図6において上側)へ突出されている。
<Fifth Embodiment>
FIG. 6 shows a fifth embodiment of the present invention. In the band-shaped member 3E of the fifth embodiment, the body portion 21 of the reinforcing band member 20E includes a pair of side walls 24E and a circular top 28. The pair of side walls 24E are inclined so as to be closer to each other toward the outer peripheral side (upper side in FIG. 6). The pair of side walls 24E may be upright. A circular top 28 having a circular cross section is provided between the outer peripheral ends (upper end in FIG. 6) of the side wall 24E. The diameter of the circular top 28 is larger than the distance between the outer peripheral ends of the side wall 24E.
The circular top 28 protrudes from the main strip 19 toward the outer peripheral side (upper side in FIG. 6).

円形頂部28における側壁24E側(図6において下側)の半部28aの外面28bは、裏込め充填空間5に面するとともに内周側(図6において下側)へ向けて傾けられるか又は内周側へ向けられ、アンカー作用面となっている。円形頂部28の半部28aが、裏込め充填空間5の裏込め材6(図2(b)参照)に外周側から係止可能なアンカー作用部となっている。 The outer surface 28b of the half portion 28a on the side wall 24E side (lower side in FIG. 6) of the circular top portion 28 faces the backfill filling space 5 and is inclined toward the inner peripheral side (lower side in FIG. 6) or inside. It is directed to the circumferential side and serves as an anchoring surface. The half portion 28a of the circular top portion 28 is an anchor acting portion that can be locked to the backfill material 6 (see FIG. 2B) of the backfill filling space 5 from the outer peripheral side.

<第6実施形態>
図7は、本発明の第6実施形態を示したものである。第6実施形態の帯状部材3Fにおいては、補強帯材20Fの一対の腕部23にそれぞれカエシ部29が設けられている。カエシ部29は、腕部23の外周側の端部(図7において上端部)から他方の腕部23へ向かって突出されている。
<Sixth Embodiment>
FIG. 7 shows a sixth embodiment of the present invention. In the band-shaped member 3F of the sixth embodiment, the shavings 29 are provided on the pair of arm parts 23 of the reinforcing band 20F, respectively. The maple portion 29 is projected from the outer peripheral end portion (upper end portion in FIG. 7) of the arm portion 23 toward the other arm portion 23.

カエシ部29の内周側面29a(図7において下面)は、内周側(図7において下側)へ向けられるとともに裏込め充填空間5に面し、アンカー作用面となっている。カエシ部29が、裏込め充填空間5の裏込め材6(図2(b)参照)に外周側から係止可能なアンカー作用部となっている。
補強帯材20Fの一対の側壁24Fは、全体が内外方向(図7において上下)に真っ直ぐ沿う直立壁となっている。
The inner peripheral side surface 29a (lower surface in FIG. 7) of the maple portion 29 is directed to the inner peripheral side (lower side in FIG. 7) and faces the backfill filling space 5 to serve as an anchor working surface. The maple portion 29 is an anchor acting portion that can be locked to the backfill material 6 (see FIG. 2B) of the backfill filling space 5 from the outer peripheral side.
The pair of side walls 24F of the reinforcing strip 20F is an upright wall that runs straight along the inside and outside directions (upper and lower in FIG. 7) as a whole.

<第7実施形態>
図8は、本発明の第7実施形態を示したものである。第7実施形態の帯状部材3Gにおいては、補強帯材20Gの平坦な内周側板22Gの幅方向の中央部に、胴部に代えて、Tリブ30が設けられている。Tリブ30は、ウエブ板31とフランジ板32を有するT字鋼によって構成されている。ウエブ板31が、内周側板22Gに対して直交するようにして、内周側板22Gの外周側面(図8において上面)に突き当てられて溶接等によって接合されている。ウエブ板31の外周側の端部(図8において上端部)にフランジ板32が直交するように連なっている。
<7th Embodiment>
FIG. 8 shows a seventh embodiment of the present invention. In the strip-shaped member 3G of the seventh embodiment, a T-rib 30 is provided at the center of the flat inner peripheral side plate 22G of the reinforcing strip 20G in the width direction in place of the body portion. The T-rib 30 is made of T-shaped steel having a web plate 31 and a flange plate 32. The web plate 31 is abutted against the outer peripheral side surface (upper surface in FIG. 8) of the inner peripheral side plate 22G so as to be orthogonal to the inner peripheral side plate 22G, and is joined by welding or the like. The flange plate 32 is connected so as to be orthogonal to the outer peripheral end portion (upper end portion in FIG. 8) of the web plate 31.

フランジ板32における、ウエブ板31を挟んで両側の内周側面32a(図8において下面)は、内周側(図8において下側)へ向けられるとともに裏込め充填空間5に面し、アンカー作用面となっている。フランジ板32が、裏込め充填空間5の裏込め材6(図2(b)参照)に外周側から係止可能なアンカー作用部となっている。
Tリブ30はTリブ18よりも突出高さが低く、アンカー作用部となるフランジ板32が、主帯材19の外周側の端部よりも内周側(図8において下側)に引っ込んで配置されている。なお、Tリブ30がTリブ18よりも外周側へ突出され、フランジ板32が、主帯材19よりも外周側(図8において上側)に配置されていてもよい。
In the flange plate 32, the inner peripheral side surfaces 32a (lower surface in FIG. 8) on both sides of the web plate 31 are directed to the inner peripheral side (lower side in FIG. 8) and face the backfill filling space 5 to act as an anchor. It is a face. The flange plate 32 is an anchor acting portion that can be locked to the backfill material 6 (see FIG. 2B) of the backfill filling space 5 from the outer peripheral side.
The T-rib 30 has a lower protruding height than the T-rib 18, and the flange plate 32 serving as an anchor acting portion is retracted to the inner peripheral side (lower side in FIG. 8) of the outer peripheral side end portion of the main strip material 19. Have been placed. The T-rib 30 may be projected toward the outer peripheral side of the T-rib 18, and the flange plate 32 may be arranged on the outer peripheral side (upper side in FIG. 8) of the main band member 19.

本発明は、前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。
例えば、補強部材20,20B~20Eの胴部21などに穴が形成されていてもよい。裏込め材6が前記穴部を通して胴部21の内部(ひいては補強部材と主帯材の間の空間)に入り込み、アンカー効果が発現するようになっていてもよい。
胴部21の一対の側壁のうち一方だけにアンカー作用部が設けられていてもよい。
螺旋管を形成するための1つの帯状部材の長さは通常数十m~数百mであるが、1つの帯状部材が数十cm~数m程度の長さのセグメント(短帯状)であってもよい。該セグメントを複数連結してリングにし、さらにリングを複数、軸方向に並べることで更生管としてもよい。
The present invention is not limited to the above-described embodiment, and various modifications can be made without departing from the spirit of the present invention.
For example, a hole may be formed in the body portion 21 of the reinforcing members 20, 20B to 20E. The backfilling material 6 may enter the inside of the body portion 21 (and thus the space between the reinforcing member and the main band member) through the hole portion to exhibit the anchor effect.
An anchor acting portion may be provided on only one of the pair of side walls of the body portion 21.
The length of one strip-shaped member for forming a spiral tube is usually several tens of meters to several hundreds of meters, but one strip-shaped member is a segment (short strip-shaped) having a length of about several tens of centimeters to several meters. You may. A plurality of the segments may be connected to form a ring, and a plurality of rings may be arranged in the axial direction to form a rehabilitation tube.

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

M 複合管
管軸
1 既設管
2 更生管
3 帯状部材
3B~3G 帯状部材
5 裏込め充填空間
6 裏込め材
10 主帯材
12 嵌め込み受け部
15 リブ(補強帯保持部)
19 主帯材
20 補強帯材
20B~20G 補強帯材
21 胴部
24 側壁
24C,24D 側壁(傾斜壁部、アンカー作用部)
26 基壁部
27 傾斜壁部(アンカー作用部)
27a 外側面(アンカー作用面)
28 円形頂部
28a 半部(アンカー作用部)
28b 外面(アンカー作用面)
29 カエシ部(アンカー作用部)
29a 内周側面(アンカー作用面)
30 Tリブ
32 フランジ板(アンカー作用部)
32a 内周側面(アンカー作用面)
M Composite pipe L 2 Pipe shaft 1 Existing pipe 2 Rehabilitation pipe 3 Band-shaped member 3B to 3G Band-shaped member 5 Backfill filling space 6 Backfill material 10 Main band material 12 Fitting receiving part 15 Rib (reinforcing band holding part)
19 Main strip 20 Reinforcing strip 20B to 20G Reinforcing strip 21 Body 24 Side wall 24C, 24D Side wall (sloping wall part, anchor acting part)
26 Base wall part 27 Inclined wall part (anchor action part)
27a outer surface (anchor action surface)
28 Circular top 28a Half part (anchor action part)
28b outer surface (anchor action surface)
29 Kaesi part (anchor action part)
29a Inner peripheral side surface (anchor action surface)
30 T-rib 32 Flange plate (anchor working part)
32a Inner peripheral side surface (anchor action surface)

Claims (5)

既設管の内周に沿って裏込め充填空間を介して螺旋状に巻回して製管されて螺旋管状の更生管となる帯状部材であって、
外周側へ開放された嵌め込み受け部を有する合成樹脂からなる主帯材と、
前記主帯材の外周側に設けられた補強帯材と、を備え、
前記補強帯材が、前記裏込め充填空間に面するアンカー作用面を有するアンカー作用部を含み、前記アンカー作用面が、内周側へ向けて傾けられ
前記補強帯材が、外周側へ向けて凸形状の胴部を含み、前記胴部の一対の側壁が、外周側へ向かうにしたがって互いに反対側へ傾斜された傾斜壁部を有し、
前記傾斜壁部が、前記主帯材より外周側へ突出して、前記アンカー作用部を構成していることを特徴とする帯状部材。
A strip-shaped member that is spirally wound along the inner circumference of an existing pipe through a backfill filling space to form a spiral tubular rehabilitation pipe.
A main band made of synthetic resin having a fitting receiving portion open to the outer peripheral side,
A reinforcing band material provided on the outer peripheral side of the main band material is provided.
The reinforcing strip includes an anchoring portion having an anchoring working surface facing the backfill filling space, and the anchoring working surface is tilted toward the inner peripheral side.
The reinforcing strip includes a body portion that is convex toward the outer peripheral side, and a pair of side walls of the body portion has an inclined wall portion that is inclined to the opposite side toward the outer peripheral side.
A strip-shaped member characterized in that the inclined wall portion projects toward the outer peripheral side from the main strip member to form the anchor acting portion .
前記主帯材が、前記補強帯材を前記胴部の内側から保持する補強帯保持部を有していることを特徴とする請求項に記載の帯状部材。 The band-shaped member according to claim 1 , wherein the main band member has a reinforcing band holding portion that holds the reinforcing band member from the inside of the body portion. 前記胴部の一対の側壁が、内周側の端部から外周側へ向かって互いに接近されるかほぼ直立された基壁部を有し、前記基壁部の外周側に前記傾斜壁部が連なっていることを特徴とする請求項又はに記載の帯状部材。 The pair of side walls of the body portion have a base wall portion that is close to each other or is substantially upright from the end portion on the inner peripheral side toward the outer peripheral side, and the inclined wall portion is located on the outer peripheral side of the base wall portion. The strip-shaped member according to claim 1 or 2 , characterized in that they are connected. 前記主帯材には幅方向に互いに離れて外周側へ突出された一対のリブが形成され、これらリブが、前記胴部の内部に挿入されて前記一対の側壁の内面にそれぞれ押し当てられていることを特徴とする請求項の何れか1項に記載の帯状部材。 A pair of ribs are formed on the main strip so as to be separated from each other in the width direction and protrude toward the outer peripheral side, and these ribs are inserted into the inside of the body portion and pressed against the inner surface of the pair of side walls. The strip-shaped member according to any one of claims 1 to 3 , wherein the strip-shaped member is provided. 請求項1~の何れか1項に記載の帯状部材を、既設管の内周に沿って螺旋状に巻回して、前記帯状部材からなる螺旋管状の更生管を製管し、
前記既設管の内周と前記更生管の間の裏込め充填空間には裏込め材を充填し、ひいては、前記更生管の主帯材よりも外周側において、隣接する巻き部分の対向する傾斜壁部どうし間の外周側へ向かって狭くなる段差空間部に裏込め材を充填することを特徴とする既設管の更生方法。
The strip-shaped member according to any one of claims 1 to 4 is spirally wound along the inner circumference of the existing pipe to form a spiral tubular rehabilitation pipe made of the strip-shaped member .
The backfill filling space between the inner circumference of the existing pipe and the rehabilitation pipe is filled with the backfill material, and by extension, on the outer peripheral side of the main band material of the rehabilitation pipe, the adjacent inclined walls of the winding portions face each other. A method for rehabilitating an existing pipe, which comprises filling a backfill material in a stepped space that narrows toward the outer peripheral side between the portions .
JP2018030729A 2018-02-23 2018-02-23 Rehabilitation method for strip members and existing pipes Active JP7032171B2 (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004069036A (en) 2002-08-09 2004-03-04 Kubota Corp Reinforcing member for helical pipe, and method for constructing regenerated pipe
JP2005262573A (en) 2004-03-17 2005-09-29 Sekisui Chem Co Ltd Tube regeneration member
JP2011094670A (en) 2009-10-28 2011-05-12 Kubota-Ci Co Reinforcing member for spiral tube
JP2017057920A (en) 2015-09-16 2017-03-23 積水化学工業株式会社 Member for pipe manufacturing

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA1282571C (en) * 1986-07-03 1991-04-09 Stanley William Otto Menzel Method of and means for producing reinforced ribbed structures
JP2876278B2 (en) * 1993-10-05 1999-03-31 株式会社大阪防水建設社 Pipe lining composition strip

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004069036A (en) 2002-08-09 2004-03-04 Kubota Corp Reinforcing member for helical pipe, and method for constructing regenerated pipe
JP2005262573A (en) 2004-03-17 2005-09-29 Sekisui Chem Co Ltd Tube regeneration member
JP2011094670A (en) 2009-10-28 2011-05-12 Kubota-Ci Co Reinforcing member for spiral tube
JP2017057920A (en) 2015-09-16 2017-03-23 積水化学工業株式会社 Member for pipe manufacturing

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