JP2006183752A - Rehabilitation pipe for existing pipe repair - Google Patents

Rehabilitation pipe for existing pipe repair Download PDF

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JP2006183752A
JP2006183752A JP2004376854A JP2004376854A JP2006183752A JP 2006183752 A JP2006183752 A JP 2006183752A JP 2004376854 A JP2004376854 A JP 2004376854A JP 2004376854 A JP2004376854 A JP 2004376854A JP 2006183752 A JP2006183752 A JP 2006183752A
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reinforcing bar
pipe
existing pipe
portions
rehabilitation
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JP4459804B2 (en
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Yasushi Kitayama
康 北山
Akihiko Takatani
明彦 高谷
Hiroshi Suzuki
宏 鈴木
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Tokyo Metropolitan Sewerage Service Corp
Sekisui Chemical Co Ltd
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Tokyo Metropolitan Sewerage Service Corp
Sekisui Chemical Co Ltd
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  • Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a rehabilitation pipe for existing pipe repair provided with a reinforcing bar support for supporting a reinforcing bar capable of reducing a repair period and execution costs of an existing pipe degraded part before installing the rehabilitation pipe. <P>SOLUTION: The rehabilitation pipe 20 is formed like a pipe by spirally connecting profiles 23, and it is formed with ribs 24-28 extending spirally on an outer circumferential face. A plurality of reinforcing bar supports 21 is held at intervals in a longitudinal direction of the ribs 24 and 27, and the reinforcing bar 22 of a predetermined length extending in a circumferential direction is held by the plurality of reinforcing bar supports 21. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

この発明は、既設管の補修更生に用いられる既設管補修用更生管に関するものである。   The present invention relates to a rehabilitating pipe for repairing an existing pipe used for repairing and rehabilitating an existing pipe.

一般に、図15に示したように地面Eに埋設された下水道管等の既設管1が老朽化した場合、この既設管1を補修する必要がある。従来から、このような既設管1の補修にプロファイル2から形成された更生管3を用いる工法が知られている(例えば、特許文献1参照)。   In general, when the existing pipe 1 such as a sewer pipe buried in the ground E is deteriorated as shown in FIG. 15, it is necessary to repair the existing pipe 1. Conventionally, a method of using a rehabilitated pipe 3 formed from a profile 2 for repairing such an existing pipe 1 is known (for example, see Patent Document 1).

この工法では、硬質樹脂製で帯状のプロファイル2を既設管1内で螺旋状で管状に連設することにより、既設管1内にプロファイル2からなる更生管3を形成し、この更生管3と既設管1との間に裏込め材等を充填させて硬化させるようにしている。   In this construction method, a belt-like profile 2 made of hard resin is connected in a spiral and tubular manner in the existing pipe 1 to form a rehabilitation pipe 3 made of the profile 2 in the existing pipe 1. A backfilling material or the like is filled between the existing pipe 1 and cured.

この工法において、既設管1内に更生管3を成形するには、例えば図15に示したような自走式製管機4を既設管1内に配設して、この自走式製管機4によりプロファイル2を螺旋状に連設することが知られている。この自走式製管機4は既設管1内に配設された油圧ユニット5により作動制御され、この油圧ユニット5は地上に配設された電動車6により駆動制御される。   In this method, in order to form the rehabilitated pipe 3 in the existing pipe 1, for example, a self-propelled pipe making machine 4 as shown in FIG. It is known that the profile 2 is spirally connected by the machine 4. The self-propelled pipe making machine 4 is controlled in operation by a hydraulic unit 5 disposed in the existing pipe 1, and the hydraulic unit 5 is driven and controlled by an electric vehicle 6 disposed on the ground.

この自走式製管機4は、図16に示したように嵌合ローラ4bでプロファイル2を挟み、フレキシブルマンドレル4cがガイドフレーム4aに沿って可動し引き込むようになっている。しかも、自走式製管機4は、図17に示したように、引き込んだプロファイル2の一側部のメインロック用オス部2aを他側部のメインロック用メス部2bに連続的に嵌合しながら管状の更生管3を成形するようになっている。   In the self-propelled pipe making machine 4, as shown in FIG. 16, the profile 2 is sandwiched between the fitting rollers 4b, and the flexible mandrel 4c is movable and retracted along the guide frame 4a. Moreover, as shown in FIG. 17, the self-propelled pipe making machine 4 continuously fits the main lock male part 2a on one side of the retracted profile 2 into the main lock female part 2b on the other side. The tubular rehabilitation pipe 3 is formed while being joined.

更生管3の成形が終わると、図18に示すように、更生管3の内面に環状支持枠7の外周面に取り付けた支持枠8を当接させて、更生管3を保形した状態にし、さらにジャッキ9を使用して既設管1と固定させる。そして、成形された更生管3と既設管1との間隙に例えば裏込め材10を注入して硬化させ、既設管1と更生管3を一体にして更生を完了させる。   When molding of the rehabilitating tube 3 is finished, as shown in FIG. 18, the rehabilitating tube 3 is held in shape by bringing the inner surface of the rehabilitating tube 3 into contact with the support frame 8 attached to the outer peripheral surface of the annular support frame 7. Further, the jack 9 is used to fix the existing pipe 1. Then, for example, the backfilling material 10 is injected into the gap between the molded rehabilitation pipe 3 and the existing pipe 1 and cured, and the existing pipe 1 and the rehabilitation pipe 3 are integrated to complete the rehabilitation.

ところで、既設管1内が著しく老朽化している場合には、前述の更生管3を装着しても所定の強度が発現せず、更正する前に別途既設管1に補強材を装填したりする補修が必要になる。   By the way, when the inside of the existing pipe 1 is remarkably aged, even if the above-mentioned rehabilitation pipe 3 is attached, a predetermined strength is not exhibited, and a reinforcing material is separately loaded into the existing pipe 1 before correction. Repair is required.

このために、図17に示したように更生管3を形成するプロファイル2の外周面に断面がT字状のリブ2c,2cを連続形成し、このプロファイル2に沿って延びる断面W字状の補強部材本体11をリブ2c,2c間に保持させ、この補強部材本体11の中間に鉄筋12を一体に設けた構成が考えられている(例えば、特許文献1参照)。
特開平10−166444号公報
For this purpose, as shown in FIG. 17, ribs 2 c and 2 c having a T-shaped cross section are continuously formed on the outer peripheral surface of the profile 2 forming the rehabilitation pipe 3, and the W-shaped cross section extending along the profile 2 is formed. A configuration in which the reinforcing member main body 11 is held between the ribs 2c and 2c and a reinforcing bar 12 is integrally provided in the middle of the reinforcing member main body 11 is conceivable (for example, see Patent Document 1).
JP-A-10-166444

しかしながら、補強部材本体11は、断面がW字状に形成されているため、鉄筋12と一体にプロファイル2に沿って螺旋状に滑らかに且つ迅速に湾曲成形して、T字状のリブ2c,2c間に迅速に支持させることが容易ではなかった。   However, since the cross section of the reinforcing member main body 11 is formed in a W shape, the reinforcing member main body 11 is formed into a spiral shape smoothly and quickly along the profile 2 integrally with the reinforcing bar 12, and the T-shaped rib 2c, It was not easy to quickly support between 2c.

そこで、本発明は、更生管を設置する前の既設管の老朽部の補修する手間や施工費の低減が図れる、鉄筋を迅速に支持する鉄筋支持具を備えた既設管補修用更生管を提供することを目的とする。   Therefore, the present invention provides a rehabilitating pipe for repairing an existing pipe provided with a reinforcing bar support that quickly supports the reinforcing bar, which can reduce the labor and cost of repairing an aged part of the existing pipe before the rehabilitation pipe is installed. The purpose is to do.

この目的を達成するため、請求項1の発明は、プロファイルを螺旋状に連設することにより管状に形成され、且つ、外周面に螺旋状に延びるリブが形成された既設管補修用更生管であって、前記リブの長手方向に間隔をおいて複数の鉄筋支持具を保持させ、前記複数の鉄筋支持具に周方向に延びる所定長さの鉄筋を保持させた既設管補修用更生管としたことを特徴とする。   In order to achieve this object, the invention of claim 1 is a rehabilitation pipe for repairing an existing pipe which is formed into a tubular shape by connecting the profiles in a spiral shape and has a rib extending on the outer peripheral surface. In addition, a plurality of reinforcing bar support members are held at intervals in the longitudinal direction of the ribs, and a rehabilitating pipe for repairing an existing pipe in which the plurality of reinforcing bar support members are held with a predetermined length of reinforcing bar extending in the circumferential direction. It is characterized by that.

また、請求項2の発明は、前記鉄筋支持具が、前記リブ部に弾性的に嵌着する脚部と、鉄筋を弾性的に嵌着する鉄筋保持部を有することを特徴とする。   The invention according to claim 2 is characterized in that the reinforcing bar support has a leg part that elastically fits to the rib part and a reinforcing bar holding part that elastically fits the reinforcing bar.

更に、請求項3の発明は、前記鉄筋が所定長さに形成されていると共に、前記鉄筋の両端部にターンバックルを介して係止部材が位置調整可能に取り付けられていることを特徴とする。   Furthermore, the invention of claim 3 is characterized in that the reinforcing bars are formed in a predetermined length, and a locking member is attached to both ends of the reinforcing bars via turnbuckles so that the position can be adjusted. .

以上説明してきたように、請求項1の発明によれば、既設管の老朽部を除去した状態で、鉄筋を支持した鉄筋支持具を備えた更生管を設置するだけで更生ができる。したがって、別途事前に補強材の装てん作業をする必要がなく安全な上に、補修期間の短縮・施工費の低減が図れる。   As described above, according to the first aspect of the present invention, rehabilitation can be performed only by installing a rehabilitation pipe provided with a reinforcing bar support that supports a reinforcing bar in a state where an aging part of the existing pipe is removed. Therefore, it is not necessary to separately load the reinforcing material in advance, and it is safe and the repair period can be shortened and the construction cost can be reduced.

また、鉄筋支持具の嵌着は、更生管のプロファイルのリブ部の適切な位置に、押し込むように嵌着させればよい。したがって、老朽化した部分を除去した後、この部分に臨ませて正確に鉄筋支持具が配置でき、適切な補強ができる。   Moreover, what is necessary is just to make it fit so that it may push in to the appropriate position of the rib part of the profile of a rehabilitation pipe | tube for fitting of a reinforcing bar support. Therefore, after removing the aging part, the reinforcing bar support can be accurately placed facing this part, and appropriate reinforcement can be performed.

また、鉄筋支持具は適切個数が適切な位置に自由に装着できるので、裏込め材を注入しても鉄筋が移動することがない。したがって、裏込め材の注入作業を確実に行うことができ、所定の強度を保持させることができる。   In addition, since an appropriate number of reinforcing bar support tools can be freely mounted at an appropriate position, the reinforcing bar does not move even if a backfill material is injected. Therefore, the backfilling material can be reliably injected and a predetermined strength can be maintained.

請求項2の発明によれば、弾性のある鉄筋保持部と脚部とを設けたので、更生管のプロファイルへの装着も鉄筋の鉄筋保持部への嵌着も押込むだけで容易にできる。したがって、作業性が向上し、施工費の低減が図れる。   According to the invention of claim 2, since the elastic reinforcing bar holding part and the leg part are provided, it is possible to easily attach the rehabilitation pipe to the profile and fit the reinforcing bar into the reinforcing bar holding part. Therefore, workability is improved and construction costs can be reduced.

請求項3の発明によれば、鉄筋の端部に係止部材を位置調整可能に取り付けることができるので、鉄筋の端部の係止部材の位置を老朽した部分の除去部に現地で合わせながら最適の位置に調整することができる。したがって、裏込め材の鉄筋のかぶりが正確にとれ、更正管全体の強度を所定のものに確実にすることができる。また、必要な部分のみの補強も容易に行える。   According to invention of Claim 3, since a locking member can be attached to the edge part of a reinforcing bar so that position adjustment is possible, while adjusting the position of the locking member of the edge part of a reinforcing bar to the removal part of the aged part on the spot It can be adjusted to the optimum position. Therefore, it is possible to accurately cover the reinforcing bars of the backfilling material, and to ensure the strength of the entire correction pipe to a predetermined value. Further, only necessary portions can be easily reinforced.

以下、この発明の実施の形態のを図1〜図6に基づいて説明する。   Hereinafter, embodiments of the present invention will be described with reference to FIGS.

図1は、鉄筋を支持する鉄筋支持具を備えた既設管補修用の更生管を示す斜視図である。   FIG. 1 is a perspective view showing a rehabilitated pipe for repairing an existing pipe provided with a reinforcing bar support that supports the reinforcing bar.

この図1において、20は鉄筋支持具を備えた更生管、21は鉄筋支持具で、この鉄筋支持具21に鉄筋(鉄線)22を嵌着させている。   In FIG. 1, reference numeral 20 denotes a rehabilitation pipe provided with a reinforcing bar support, and reference numeral 21 denotes a reinforcing bar support. A reinforcing bar (steel wire) 22 is fitted to the reinforcing bar support 21.

また、鉄筋22の両端には鈎状に曲げてフック部22aが係止部として形成されている。したがって、鉄筋22は、コンクリート内に埋設されたときに、コンクリート内にずれないように固着され易くなっている。   In addition, hooks 22a are formed as locking portions at both ends of the reinforcing bar 22 by bending in a hook shape. Therefore, the reinforcing bar 22 is easily fixed so as not to be displaced in the concrete when embedded in the concrete.

更生管20は、硬質塩化ビニール等の硬質樹脂を帯状に押出成形したプロファイル23から小判形状に形成されている。このプロファイル23の一側部には、図2に示したように一面側に突出する断面形状がT字状のリブ24及びこのリブ24から側方に傾斜する係止リブ25が形成されている。24aはリブ24の先端の張り出し部である。また、リブ24には、外面が円形状に膨出し且つ更生管20の内面に開放するメインロック用のメス部(ソケット部)24bが形成されている。   The rehabilitation pipe 20 is formed in an oval shape from a profile 23 obtained by extruding a hard resin such as hard vinyl chloride into a strip shape. As shown in FIG. 2, a rib 24 having a T-shaped cross section projecting toward one surface and a locking rib 25 inclined to the side from the rib 24 are formed on one side of the profile 23. . Reference numeral 24 a denotes a protruding portion at the tip of the rib 24. Further, the rib 24 is formed with a main lock female portion (socket portion) 24b whose outer surface bulges in a circular shape and opens to the inner surface of the rehabilitation pipe 20.

更に、プロファイル23の他側部にはメインロック用のオス部(リブ)26が形成されている。さらに、プロファイル23の幅方向中間部には、断面がT字状で一面側に突出するリブ27,28が形成されている。27a,28aはリブ27,28の先端の張り出し部である。   Furthermore, a male portion (rib) 26 for main locking is formed on the other side of the profile 23. Further, ribs 27 and 28 having a T-shaped cross section and projecting to one side are formed in the intermediate portion of the profile 23 in the width direction. Reference numerals 27a and 28a denote protruding portions at the tips of the ribs 27 and 28, respectively.

しかも、プロファイル23を螺旋状に隙間無く巻くと共に、図2のようにプロファイル23のオス部26をメス部24bに連続的に嵌合して、プロファイル23の巾方向の端部を連続的に隙間無く連設し、プロファイル23を図1のように管状に製管することにより、更生管20が形成されている。   In addition, the profile 23 is spirally wound without gaps, and the male part 26 of the profile 23 is continuously fitted to the female part 24b as shown in FIG. The rehabilitation pipe | tube 20 is formed by connecting continuously without making the profile 23 into a pipe shape like FIG.

そして、係止リブ25は、図2のように隣接するリブ28の張り出し部28aに係合して、オス部26がメス部24bから抜け外れないようにしている。   Then, the locking rib 25 engages with the protruding portion 28a of the adjacent rib 28 as shown in FIG. 2 so that the male portion 26 does not come off from the female portion 24b.

また、図1の更生管20の外周面の上部には複数の弾性部材製の鉄筋支持具21が配設されている。この鉄筋支持具21は、図2に示したようにプロファイル23のメス部24bとリブ27間(図1では図示略)の所定の位置に樹脂又は金属等からなる弾性部材製の鉄筋支持具21を配設されている。   Further, a plurality of reinforcing bar support members 21 made of an elastic member are disposed on the upper portion of the outer peripheral surface of the rehabilitation pipe 20 of FIG. 2, the reinforcing bar support 21 is made of an elastic member made of an elastic member made of resin or metal at a predetermined position between the female portion 24b of the profile 23 and the rib 27 (not shown in FIG. 1). Is arranged.

この鉄筋支持具21は、図2において、上部に設けられた鉄筋保持部21aと、鉄筋保持部21aの両側下部に連設された脚部21b,21cを備えている。この鉄筋保持部21aは、管形成端側に向けて斜め上方に開放させられていて、断面が切円状(断面が略C字状)に形成されている。   In FIG. 2, the reinforcing bar support 21 includes a reinforcing bar holding part 21a provided at the upper part and leg parts 21b and 21c connected to lower parts on both sides of the reinforcing bar holding part 21a. The reinforcing bar holding portion 21a is opened obliquely upward toward the tube forming end side, and the cross section is formed in a round shape (the cross section is substantially C-shaped).

更に、鉄筋保持部21aの開放端側には、鉄筋押し込みの為に互いに開く方向に連設されたガイド部21a1,21a2が形成されている。また、脚部21bには円形状のメス部24aを形成したリブ24の側面形状に一致する係止部21b1が形成され、脚部21cには断面がT字状のリブ27の側面に一致する係止部21c1が形成されている。   Further, guide portions 21a1 and 21a2 are formed on the open end side of the reinforcing bar holding portion 21a so as to be continuous with each other in order to open the reinforcing bar. The leg portion 21b is formed with a locking portion 21b1 that matches the side shape of the rib 24 formed with the circular female portion 24a, and the leg portion 21c matches the side surface of the T-shaped rib 27. A locking portion 21c1 is formed.

そして、鉄筋保持部21aは、ガイド部21a1,21a2から保持凹部(保持溝)21a0内に鉄筋22を押し込むことで開放側が弾性変形して開き、保持凹部21a0内に鉄筋22が押し込まれると開放端が自己の弾性力により原状に復帰して、鉄筋22を抜け外れないように保持する。   The reinforcing bar holding portion 21a is opened by elastically deforming the open side by pushing the reinforcing bar 22 into the holding concave portion (holding groove) 21a0 from the guide portions 21a1, 21a2, and the open end when the reinforcing bar 22 is pushed into the holding concave portion 21a0. Is restored to its original state by its own elastic force, and is held so as not to come off the reinforcing bar 22.

また、脚部21b,21cは、その弾性力に抗して互いに接近する方向に一旦曲げて、プロファイル23のリブ24,27間に配設した後、接近する方向への外力を解除することで、自己の弾性力により係止部21b1,21c1がリブ24,27の側面に係止されている。   Further, the leg portions 21b and 21c are once bent in a direction approaching each other against the elastic force, disposed between the ribs 24 and 27 of the profile 23, and then released from the external force in the approaching direction. The locking portions 21b1 and 21c1 are locked to the side surfaces of the ribs 24 and 27 by their own elastic force.

また、図2に示したようにリブ27,28間には、断面形状がW字状で金属製(例えばスチール製)のリブ倒れ防止部材20aが介装されている。このリブ倒れ防止部材20aは、連続していても、適当な長さのものを適宜間隔でリブ27,28間に配設しても良い。   Further, as shown in FIG. 2, a rib collapse prevention member 20a made of metal (for example, steel) having a W-shaped cross section is interposed between the ribs 27 and 28. The rib collapse prevention member 20a may be continuous, or may be disposed between the ribs 27 and 28 at appropriate intervals with an appropriate length.

次に、このような更生管20を用いた既設管29の補修の工法について説明する。   Next, a method for repairing the existing pipe 29 using the rehabilitated pipe 20 will be described.

図3において、既設管29の内壁面29aの上部が老朽している場合、この老朽部(図示せず)を先ず除去する。29aは既設管29の内壁面29aの上部の老朽部(図示せず)を除去した後の老朽除去部を示している。   In FIG. 3, when the upper part of the inner wall surface 29a of the existing pipe 29 is aged, this aged part (not shown) is first removed. Reference numeral 29a denotes an aging removal portion after removing an aging portion (not shown) at the upper part of the inner wall surface 29a of the existing pipe 29.

この後、既設管29内において、プロファイル23を図1の如く螺旋状に隙間無く巻くと共に、図2の如くプロファイル23のオス部26をメス部24bに連続的に嵌合して、プロファイル23の巾方向の端部を連続的に隙間無く連設し、プロファイル23を図1の如く管状に製管することにより、更生管20を形成する。   Thereafter, in the existing pipe 29, the profile 23 is spirally wound with no gap as shown in FIG. 1, and the male part 26 of the profile 23 is continuously fitted to the female part 24b as shown in FIG. The rehabilitating tube 20 is formed by continuously connecting the end portions in the width direction without gaps and forming the profile 23 into a tubular shape as shown in FIG.

この製管は、少しずつ行われれる。この際、鉄筋保持部21aの脚部21b,21cを弾性力に抗して互いに接近する方向に一旦曲げて、この折り曲げた脚部21b,21cをプロファイル23のリブ24,27間に配設した後、脚部21b,21cへの接近する方向への外力を解除することで、脚部21b,21cの係止部21b1,21c1が自己の弾性力によりリブ24,27の側面に係止させる。この鉄筋支持具21は、リブ24,27の上部の部分に長手方向に所定間隔をおいて係止させる。図1では、鉄筋支持具21が更生管20の外周面の上部の左右方向(周方向)に間隔をおいて配設されている。   This pipe making is performed little by little. At this time, the leg portions 21b and 21c of the reinforcing bar holding portion 21a are once bent in a direction approaching each other against the elastic force, and the bent leg portions 21b and 21c are disposed between the ribs 24 and 27 of the profile 23. Thereafter, the external force in the approaching direction to the leg portions 21b and 21c is released, so that the locking portions 21b1 and 21c1 of the leg portions 21b and 21c are locked to the side surfaces of the ribs 24 and 27 by their own elastic force. The reinforcing bar support 21 is engaged with the upper portions of the ribs 24 and 27 at predetermined intervals in the longitudinal direction. In FIG. 1, the reinforcing bar support 21 is disposed at intervals in the left-right direction (circumferential direction) of the upper portion of the outer peripheral surface of the rehabilitated pipe 20.

この後、鉄筋22をガイド部21a1,21a2から保持凹部(保持溝)21a0内に押し込むことで、鉄筋保持部21aの開放側が弾性変形して開き、保持凹部21a0内に鉄筋22が押し込まれる。そして、保持凹部21a0内に鉄筋22が押し込まれると、開放端が自己の弾性力により原状に復帰して、鉄筋22を抜け外れないように保持する。   Thereafter, the reinforcing bar 22 is pushed into the holding recess (holding groove) 21a0 from the guide portions 21a1, 21a2, whereby the open side of the reinforcing bar holding part 21a is elastically deformed and opened, and the reinforcing bar 22 is pushed into the holding recess 21a0. When the reinforcing bar 22 is pushed into the holding recess 21a0, the open end is restored to its original shape by its own elastic force, and the reinforcing bar 22 is held so as not to come off.

このようにして、プロファイル23を螺線状に隙間無く捲回して接合して徐々に製管する際に、老朽除去部29bに対応する部分に鉄筋22を臨むようにして取り付ける。尚、図2の如くリブ倒れ防止部材20aは製管に際して適宜リブ27,28間に介装される。   In this way, when the profile 23 is spirally wound and joined without gaps and is gradually piped, the rebar 22 is attached so as to face the portion corresponding to the aging removal portion 29b. As shown in FIG. 2, the rib collapse preventing member 20a is appropriately interposed between the ribs 27 and 28 during pipe production.

このようにして鉄筋22が保持された更生管20を既設管29内に形成し、既設管29と更生管20との間に、裏込め材29cを注入して硬化させ、鉄筋22を裏込め材29a内に一体に埋設させる構成としている。   In this way, the rehabilitated pipe 20 holding the reinforcing bar 22 is formed in the existing pipe 29, and the backfill material 29c is injected between the existing pipe 29 and the rehabilitated pipe 20 to be hardened. It is set as the structure embedded in the material 29a integrally.

したがって、別途補強材を装てんさせることなく、鉄筋22が支持された鉄筋支持部備えた更生管20を裏込め材29cを注入し覆うだけで、既設管29の老朽化下部分を鉄筋22補強で更生することができる。   Therefore, the aging lower part of the existing pipe 29 can be reinforced by reinforcing the reinforcing bar 22 simply by injecting the backfilling material 29c and covering the rehabilitating pipe 20 provided with the reinforcing bar supporting part on which the reinforcing bar 22 is supported, without mounting a reinforcing material separately. Can be rehabilitated.

ここで、裏込め材29cはコンクリートやモルタルやレジン・コンクリート等であり、コンクリートやモルタルやレジン・コンクリート等は既設管29の老朽化に合わせて適宜選択して使用される。
(変形例1)
上述した実施例では、更生管20の正面形状が小判形状に形成されているが、必ずしもこれに限定されるものではない。例えば、更生管20は、図4の如く正面形状が円形であっても良いし、他の形状であっても良い。
Here, the backfill material 29c is concrete, mortar, resin / concrete or the like, and concrete, mortar, resin / concrete, or the like is appropriately selected and used in accordance with aging of the existing pipe 29.
(Modification 1)
In the embodiment described above, the front shape of the rehabilitation pipe 20 is formed in an oval shape, but is not necessarily limited thereto. For example, the rehabilitation pipe 20 may have a circular front shape as shown in FIG. 4 or may have another shape.

この更生管20を用いて円形の既設管29を補修する場合には、図4,図5に示したように鉄筋22を円形の更生管20の外周面沿って円弧状に曲げて、この円弧状に曲げた鉄筋22を鉄筋支持具21を介して更生管20の外周面に取り付ける。この取り付けは、上述した実施例と同様にして行われる。この構成以外の構成及び工法は上述した実施例と同じである。
(変形例2)
図6は、図2に示す弾性部材製の鉄筋支持具21の高さを低くしたものである。この鉄筋支持具21は、上方に開放する鉄筋保持部21Aaと、この鉄筋保持部21Aaの下部に八の字状に連設された一対の脚部21Ab,21Abを有する。この脚部21Ab,21Abの下端部には、互いに反対側に開放する保持溝hmがそれぞれ形成されている。
When repairing the circular existing pipe 29 using the rehabilitated pipe 20, the rebar 22 is bent into an arc along the outer peripheral surface of the circular rehabilitated pipe 20, as shown in FIGS. The reinforcing bar 22 bent in an arc shape is attached to the outer peripheral surface of the rehabilitated pipe 20 through the reinforcing bar support 21. This attachment is performed in the same manner as in the above-described embodiment. Configurations and construction methods other than this configuration are the same as those in the above-described embodiment.
(Modification 2)
FIG. 6 is a view in which the height of the reinforcing bar support 21 made of an elastic member shown in FIG. 2 is lowered. The reinforcing bar support 21 has a reinforcing bar holding part 21Aa that is open upward, and a pair of leg parts 21Ab and 21Ab that are continuously provided in an eight-letter shape at the bottom of the reinforcing bar holding part 21Aa. At the lower ends of the leg portions 21Ab and 21Ab, a holding groove hm that opens to the opposite side is formed.

この構成によれば、鉄筋22の位置を低くする必要がある時に使用できて有効である。
(変形例3)
図7は、同実施の形態に係る鉄筋22の端部の他の例を示す分解説明図である。
According to this configuration, it can be used and effective when the position of the reinforcing bar 22 needs to be lowered.
(Modification 3)
FIG. 7 is an exploded explanatory view showing another example of the end portion of the reinforcing bar 22 according to the embodiment.

本実施例では、鉄筋22の端部に雄ネジ部22bを設け、この雄ネジ部22bにターンバックル30を介して短い鉄筋(係止部材)31の雄ねじ部31aを連結するようにした例を示したものである。しかも、この鉄筋31にはフック31bが係止部として形成されている。尚、雄ネジ部22b,31aは互いに逆ネジとなっている。   In the present embodiment, an example in which a male screw portion 22b is provided at an end portion of the reinforcing bar 22 and a male screw portion 31a of a short reinforcing bar (locking member) 31 is connected to the male screw portion 22b via a turnbuckle 30. It is shown. Moreover, hooks 31b are formed as locking portions on the reinforcing bars 31. The male screw portions 22b and 31a are reverse screws.

したがって、ターンバックル30を回転操作することにより、フック31bの位置を調整できると同時に、端部を現地で曲げて、残留応力で腐食し易いフック部22aを形成させるという作業がなくなり、精度も生産性も向上する。   Therefore, by rotating the turnbuckle 30, the position of the hook 31b can be adjusted, and at the same time, the work of bending the end portion on site to form the hook portion 22a that is easily corroded by residual stress is eliminated, and the accuracy is also produced. Also improves.

(変形例4)
図8は、同実施の形態に係る鉄筋22の端部の更に他の例を示す分解説明図である。
(Modification 4)
FIG. 8 is an exploded explanatory view showing still another example of the end portion of the reinforcing bar 22 according to the embodiment.

本実施例では、図7のターンバックル30及び鉄筋31に変えてナット部32aが一体に形成された環状鉄筋32を係止部材として用意して、このナット部32aを鉄筋22の雄ねじ部22bに螺着することにより、環状鉄筋32の端部の位置を調整をできるようにした例を示したものである。   In the present embodiment, instead of the turnbuckle 30 and the reinforcing bar 31 of FIG. 7, an annular reinforcing bar 32 in which a nut part 32 a is integrally formed is prepared as a locking member, and this nut part 32 a is used as the male screw part 22 b of the reinforcing bar 22. An example is shown in which the position of the end of the annular reinforcing bar 32 can be adjusted by screwing.

(変形例5)
また、上述した鉄筋支持具21に代えて図9〜図12に示したような鉄筋支持具40を用いて、この鉄筋支持具(鉄線固定用ジグ)40により鉄筋(鉄線)22を保持させることもできる。
(Modification 5)
Moreover, it replaces with the reinforcing bar support 21 mentioned above, and uses the reinforcing bar support tool 40 as shown in FIGS. 9-12, and hold | maintains the reinforcing bar (steel wire) 22 with this reinforcing bar support tool (iron wire fixing jig) 40. You can also.

この鉄筋支持具40は、図11に示したように、プロファイル23に当接する底板部40aと、底板部40aの両側からリブ27,28に沿って起立させられた側板部40b,40cと、側板部40b,40cの上端から互いに接近する方向に傾斜してリブ27,28の張り出し部27a,28aに係合する傾斜板部40d,40eと、傾斜板部40a,40eの上端から上方に延設させられた中央支持板部40f,40gと、中央支持板部40f,40gの上端部に互いに対象にくの字状に折曲された板状の保持部(鉄筋保持部)40h,40iを有する。   As shown in FIG. 11, the reinforcing bar support 40 includes a bottom plate portion 40a that abuts against the profile 23, side plate portions 40b and 40c that are erected along the ribs 27 and 28 from both sides of the bottom plate portion 40a, and a side plate. Inclined plate portions 40d and 40e that are inclined from the upper ends of the portions 40b and 40c so as to approach each other and engage with the protruding portions 27a and 28a of the ribs 27 and 28, and extend upward from the upper ends of the inclined plate portions 40a and 40e. Center support plate portions 40f and 40g that are made to have, and plate-like holding portions (rebar holding portions) 40h and 40i that are bent in a U-shape with respect to each other at the upper ends of the center support plate portions 40f and 40g. .

そして、この保持部40h,40i間に鉄筋22が保持されるようになっている。尚、各板部40a〜40iは弾性を有する。そして、傾斜板部40d,40eは自己の弾性力により張り出し部27a,28aに係合し、保持部40h,40iは自己の弾性力により鉄筋22を保持している。しかも、板部40a〜40gはリブ27,28に弾性的に嵌着する脚部41を構成している。   The reinforcing bar 22 is held between the holding portions 40h and 40i. Each plate part 40a-40i has elasticity. The inclined plate portions 40d and 40e are engaged with the protruding portions 27a and 28a by their own elastic force, and the holding portions 40h and 40i hold the rebar 22 by their own elastic force. In addition, the plate portions 40 a to 40 g constitute leg portions 41 that are elastically fitted to the ribs 27 and 28.

また、鉄筋支持具40は、図10に示したようにリブ27,28の張り出し部27a,28aの上端面からの突出高さHが鉄筋(鉄線)22の直径Dの1〜5倍に設定されている。   Further, as shown in FIG. 10, in the reinforcing bar support 40, the protruding height H from the upper end surface of the protruding portions 27 a and 28 a of the ribs 27 and 28 is set to 1 to 5 times the diameter D of the reinforcing bar (steel wire) 22. Has been.

このような鉄筋支持具(鉄線固定用ジグ)40は50mm〜200mmの間隔でリブ27,28間に配設される。また、鉄筋支持具(鉄線固定用ジグ)40は、鉄板を折り曲げ成型することにより形成しても良いし、熱可塑性樹脂を射出成形することにより形成しても良いし、熱可塑性樹脂を押し出し成形することにより形成しても良い。   Such a reinforcing bar support (iron wire fixing jig) 40 is disposed between the ribs 27 and 28 at intervals of 50 mm to 200 mm. The reinforcing bar support (iron wire fixing jig) 40 may be formed by bending a steel plate, may be formed by injection molding a thermoplastic resin, or may be formed by extruding a thermoplastic resin. You may form by doing.

(変形例6)
また、上述した鉄筋支持具21に代えて図13,14に示したような鉄筋支持具50を用いて、この鉄筋支持具(鉄線固定用ジグ)50により鉄筋(鉄線)22を保持させることもできる。
(Modification 6)
Further, instead of the reinforcing bar support 21 described above, a reinforcing bar support 50 as shown in FIGS. 13 and 14 may be used to hold the reinforcing bar (steel wire) 22 by the reinforcing bar support (iron wire fixing jig) 50. it can.

この鉄筋支持具50は、図13に示したように、プロファイル23に当接する底板部50aと、底板部50aの両側からリブ27,28の張り出し部27a,28aの基部に向けて傾斜させられ且つこの基部に先端(上端)が係合する傾斜板部50b,50cと、底板部50aの中央から上方に起立させられた中央板部50dと、中央板部50dの上端に設けられ且つ互いにくの字状に対象に折曲された板状の保持部50e,50fを有する。   As shown in FIG. 13, the reinforcing bar support 50 is inclined toward the bottom plate portion 50a contacting the profile 23 and the base portions of the protruding portions 27a and 28a of the ribs 27 and 28 from both sides of the bottom plate portion 50a. Inclined plate portions 50b and 50c whose tips (upper ends) engage with the base portion, a central plate portion 50d erected upward from the center of the bottom plate portion 50a, and provided at the upper ends of the central plate portion 50d and connected to each other. It has plate-like holding portions 50e and 50f bent in a letter shape.

そして、この保持部50e,50f間に鉄筋22が保持されるようになっている。尚、傾斜板部50b,50c及び保持部50e,50fは弾性を有し、傾斜板部50b,50cは自己の弾性力により張り出し部27a,28aの基部にそれぞれ係合し、保持部50e,50fは鉄筋22を自己の弾性力により保持している。しかも、板部50a〜50dリブ27,28に弾性的に嵌着する脚部51を構成している。   The reinforcing bars 22 are held between the holding portions 50e and 50f. The inclined plate portions 50b and 50c and the holding portions 50e and 50f have elasticity, and the inclined plate portions 50b and 50c are engaged with the base portions of the projecting portions 27a and 28a by their own elastic force, respectively, and the holding portions 50e and 50f. Holds the rebar 22 by its own elastic force. In addition, the leg portions 51 that are elastically fitted to the plate portions 50a to 50d ribs 27 and 28 are configured.

また、鉄筋支持具50は、鉄筋支持具40と同様にリブ27,28の張り出し部27a,28aの上端面からの突出高さHが鉄筋(鉄線)22の直径Dの1〜5倍に設定されている。   Further, in the reinforcing bar support 50, similarly to the reinforcing bar support 40, the protruding height H from the upper end surfaces of the protruding portions 27 a and 28 a of the ribs 27 and 28 is set to 1 to 5 times the diameter D of the reinforcing bar (rebar wire) 22. Has been.

このような鉄筋支持具(鉄線固定用ジグ)50も、鉄筋支持具40と同様に50mm〜200mmの間隔でリブ27,28間に配設される。また、鉄筋支持具(鉄線固定用ジグ)50も、鉄板から形成しても良いし、熱可塑性樹脂を射出成形することにより形成しても良いし、熱可塑性樹脂を押し出し成形することにより形成しても良い。   Such a reinforcing bar support (iron wire fixing jig) 50 is also disposed between the ribs 27 and 28 at an interval of 50 mm to 200 mm, similarly to the reinforcing bar support 40. Further, the reinforcing bar support (iron wire fixing jig) 50 may be formed of an iron plate, may be formed by injection molding of a thermoplastic resin, or may be formed by extrusion molding of a thermoplastic resin. May be.

以上説明したように、この発明の実施の形態の更生管20は、プロファイル23を螺旋状に連設することにより管状に形成され、且つ、外周面に螺旋状に延びるリブ(24〜28)が形成されている。また、前記リブ(24,27又は27,28)の長手方向に間隔をおいて複数の鉄筋支持具(21,40,50)を保持させ、前記複数の鉄筋支持具(21,40,50)に周方向に延びる所定長さの鉄筋22を保持させている。   As described above, the rehabilitation tube 20 according to the embodiment of the present invention is formed into a tubular shape by continuously connecting the profile 23 in a spiral shape, and the ribs (24 to 28) extending in a spiral shape on the outer peripheral surface. Is formed. Further, the plurality of reinforcing bar supports (21, 40, 50) are held at intervals in the longitudinal direction of the ribs (24, 27 or 27, 28), and the plurality of reinforcing bar supports (21, 40, 50) are held. A reinforcing bar 22 having a predetermined length extending in the circumferential direction is held.

この構成によれば、既設管29の老朽部を除去した状態で、鉄筋22を支持した鉄筋支持具(21,40,50)を備えた更生管20を設置するだけで、既設管29の更生ができる。したがって、別途事前に補強材の装てん作業をする必要がなく安全な上に、補修期間の短縮・施工費の低減が図れる。   According to this configuration, the rehabilitation of the existing pipe 29 can be performed only by installing the rehabilitation pipe 20 provided with the reinforcing bar support (21, 40, 50) supporting the rebar 22 in a state where the aging portion of the existing pipe 29 is removed. Can do. Therefore, it is not necessary to separately load the reinforcing material in advance, and it is safe and the repair period can be shortened and the construction cost can be reduced.

また、鉄筋支持具(21,40,50)の嵌着は、更生管20のプロファイル23のリブ部(24〜28)の適切な位置に、押し込むように嵌着させればよい。したがって、老朽化した部分を除去した後、この部分に臨ませて正確に鉄筋支持具(21,40,50)が配置でき、適切な補強ができる。   Moreover, what is necessary is just to make it fit so that it may push in to the appropriate position of the rib part (24-28) of the profile 23 of the rehabilitation pipe | tube 20 for the reinforcement | strengthening of the reinforcing bar support (21, 40, 50). Therefore, after removing the aging part, the reinforcing bar support (21, 40, 50) can be accurately placed facing this part, and appropriate reinforcement can be performed.

また、鉄筋支持具(21,40,50)は適切個数が適切な位置に自由に装着できるので、裏込め材を注入しても鉄筋が移動することがない。したがって、裏込め材の注入作業を確実に行うことができ、所定の強度を保持させることができる。   In addition, since the appropriate number of reinforcing bar supports (21, 40, 50) can be freely mounted at appropriate positions, the reinforcing bars do not move even if the backfill material is injected. Therefore, the backfilling material can be reliably injected and a predetermined strength can be maintained.

また、この発明の実施の形態において、前記鉄筋支持具(21,40,50)が、前記リブ(24,27又は27,28)に弾性的に嵌着する脚部(21b,21c又は21Ab,21Ab若しくは41,51)と、鉄筋22を弾性的に嵌着する鉄筋保持部(21a,21Aa)を有する。   In the embodiment of the present invention, the reinforcing bar support (21, 40, 50) is a leg (21b, 21c or 21Ab, which is elastically fitted to the rib (24, 27 or 27, 28). 21Ab or 41, 51) and a reinforcing bar holding portion (21a, 21Aa) for elastically fitting the reinforcing bar 22.

この構成によれば、弾性のある鉄筋保持部(21a,21Aa)と脚部(21b,21c又は21Ab,21Ab若しくは41,51)とを設けたので、更生管20のプロファイル23への装着も鉄筋22の鉄筋保持部(21a,21Aa又は40h,40i若しくは50e,50f)への嵌着も押込むだけで容易にできる。したがって、作業性が向上し、施工費の低減が図れる。   According to this configuration, since the elastic reinforcing bar holding part (21a, 21Aa) and the leg part (21b, 21c or 21Ab, 21Ab or 41, 51) are provided, the rehabilitation pipe 20 is attached to the profile 23 in the reinforcing bar. The fitting to the 22 reinforcing bar holding portions (21a, 21Aa or 40h, 40i or 50e, 50f) can be easily performed by simply pushing. Therefore, workability is improved and construction costs can be reduced.

更に、この発明の実施の形態の更生管20において、前記鉄筋22が所定長さに形成されていると共に、前記鉄筋22の両端部にターンバックル30を介して係止部材(フック31bが設けられた鉄筋31又はナット部32aが一体に形成された環状鉄筋32)が位置調整可能に取り付けられている。   Furthermore, in the rehabilitation pipe 20 according to the embodiment of the present invention, the reinforcing bars 22 are formed to have a predetermined length, and locking members (hooks 31b) are provided at both ends of the reinforcing bars 22 via turnbuckles 30. A rebar 31 or an annular rebar 32 in which a nut portion 32a is integrally formed is attached so that its position can be adjusted.

この構成によれば、鉄筋22の端部に係止部材を位置調整可能に取り付けることができるので、鉄筋22の端部の係止部材(31,32)を位置を老朽した部分の除去部に現地で合わせながら最適の位置に調整することができる。したがって、裏込め材の鉄筋22のかぶりが正確にとれ、更正管20全体の強度を所定のものに確実にすることができる。また、必要な部分のみの補強も容易に行える。   According to this configuration, since the locking member can be attached to the end of the reinforcing bar 22 so that the position can be adjusted, the locking member (31, 32) at the end of the reinforcing bar 22 can be used as a removal portion of the part whose position has been aged. It can be adjusted to the optimal position while matching on-site. Therefore, it is possible to accurately cover the reinforcing bars 22 of the backfilling material, and to ensure the strength of the entire correction pipe 20 to a predetermined value. Further, only necessary portions can be easily reinforced.

本発明の実施の形態に係る鉄筋を支持する鉄筋支持具を備えた更正管を示す斜視図である。It is a perspective view which shows the correction pipe provided with the reinforcing bar support tool which supports the reinforcing bar which concerns on embodiment of this invention. 同実施の形態に係るプロファイルに装着した鉄筋支持具を示す図1の要部端面図である。It is a principal part end view of FIG. 1 which shows the reinforcing bar support with which the profile which concerns on the same embodiment was mounted | worn. 図1の更生管を既設管内に設置した状態を示す説明図である。It is explanatory drawing which shows the state which installed the renovated pipe | tube of FIG. 1 in the existing pipe | tube. 本発明の実施の形態に係る鉄筋を支持する鉄筋支持具を備えた他の更正管を示す斜視図である。It is a perspective view which shows the other correction pipe provided with the reinforcing bar support tool which supports the reinforcing bar which concerns on embodiment of this invention. 図4の更生管を既設管内に設置した状態を示す説明図である。It is explanatory drawing which shows the state which installed the renovated pipe | tube of FIG. 4 in the existing pipe | tube. 鉄筋支持具の他の例を示す要部端面図である。It is a principal part end view which shows the other example of a reinforcing bar support. 鉄筋端部の変形例を示す分解説明図である。It is decomposition | disassembly explanatory drawing which shows the modification of a reinforcing bar edge part. 鉄筋端部の他の変形例を示す分解説明図である。It is decomposition | disassembly explanatory drawing which shows the other modification of a reinforcing bar edge part. 鉄筋端部の他の変形例を示す分解説明図である。It is decomposition | disassembly explanatory drawing which shows the other modification of a reinforcing bar edge part. 図9のA1−A1線に沿う断面図である。It is sectional drawing which follows the A1-A1 line | wire of FIG. 図10の部分拡大図である。It is the elements on larger scale of FIG. 図10のA2−A2線に沿う断面図である。It is sectional drawing which follows the A2-A2 line | wire of FIG. 鉄筋端部の他の変形例を示す分解説明図である。It is decomposition | disassembly explanatory drawing which shows the other modification of a reinforcing bar edge part. 図13の部分拡大図である。It is the elements on larger scale of FIG. 従来の既設管内に更生管を製管する状態を示す説明図である。It is explanatory drawing which shows the state which manufactures a renovated pipe in the conventional existing pipe. 図15のS矢印図である。It is S arrow figure of FIG. 図15のT部を示す断面図である。It is sectional drawing which shows the T section of FIG. 従来の更生管を既設管内に設置した状態を示す断面図である。It is sectional drawing which shows the state which installed the conventional renovated pipe in the existing pipe.

符号の説明Explanation of symbols

20…更生管
21…鉄筋支持具
21b,21c…脚部
21Ab,21Ab…脚部
21a,21Aa…(鉄筋保持部)
22…鉄筋
23…プロファイル
24〜27…リブ
29…既設管
30…ターンバックル
31b…フック(係止部)
31…鉄筋(係止部材)
32…環状鉄筋(係止部材)
40…鉄筋支持具
40h,40i…保持部(鉄筋保持部)
41…脚部
50…鉄筋支持具
50e,40f…保持部(鉄筋保持部)
51…脚部
20 ... Rehabilitation pipe 21 ... Reinforcing bar support 21b, 21c ... Leg part 21Ab, 21Ab ... Leg part 21a, 21Aa ... (rebar holding part)
22 ... Reinforcing bar 23 ... Profile 24-27 ... Rib 29 ... Existing pipe 30 ... Turnbuckle 31b ... Hook (locking part)
31 ... Reinforcing bars (locking members)
32 ... Annular rebar (locking member)
40 ... Reinforcing bar support tools 40h, 40i ... Holding part (rebar holding part)
41 ... Leg part 50 ... Reinforcing bar support 50e, 40f ... Holding part (rebar holding part)
51. Legs

Claims (3)

プロファイルを螺旋状に連設することにより管状に形成され、且つ、外周面に螺旋状に延びるリブが形成された既設管補修用更生管であって、
前記リブの長手方向に間隔をおいて複数の鉄筋支持具を保持させ、前記複数の鉄筋支持具に周方向に延びる所定長さの鉄筋を保持させたことを特徴とする既設管補修用更生管。
A rehabilitating pipe for repairing an existing pipe which is formed into a tubular shape by connecting the profiles in a spiral shape, and a rib extending in a spiral shape is formed on the outer peripheral surface,
A rehabilitating pipe for repairing an existing pipe, wherein a plurality of reinforcing bar support members are held at intervals in the longitudinal direction of the ribs and a predetermined length of reinforcing bar is held in the plurality of reinforcing bar support members in a circumferential direction. .
前記鉄筋支持具が、前記リブ部に弾性的に嵌着する脚部と、鉄筋を弾性的に嵌着する鉄筋保持部を有することを特徴とする請求項1に記載の既設管補修用更生管。   The rehabilitating pipe for repairing an existing pipe according to claim 1, wherein the reinforcing bar support has a leg part elastically fitting to the rib part and a reinforcing bar holding part elastically fitting the reinforcing bar. . 前記鉄筋が所定長さに形成されていると共に、前記鉄筋の両端部にターンバックルを介して係止部材が位置調整可能に取り付けられていることを特徴とする請求項1に記載の既設管補修用更生管。
2. The existing pipe repair according to claim 1, wherein the reinforcing bar is formed to a predetermined length, and a locking member is attached to both ends of the reinforcing bar via a turnbuckle so that the position can be adjusted. Rehabilitation pipe.
JP2004376854A 2004-12-27 2004-12-27 Rehabilitation pipe for repairing existing pipes Active JP4459804B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019163790A (en) * 2018-03-19 2019-09-26 岡三リビック株式会社 Pipe body structure of pipe regeneration method
JP2020179506A (en) * 2019-04-23 2020-11-05 積水化学工業株式会社 Regenerating band material

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019163790A (en) * 2018-03-19 2019-09-26 岡三リビック株式会社 Pipe body structure of pipe regeneration method
JP2020179506A (en) * 2019-04-23 2020-11-05 積水化学工業株式会社 Regenerating band material
JP7284625B2 (en) 2019-04-23 2023-05-31 積水化学工業株式会社 Rehabilitation band material

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Publication number Publication date
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