JP2011190683A - Repair structure of conduit - Google Patents

Repair structure of conduit Download PDF

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Publication number
JP2011190683A
JP2011190683A JP2011150482A JP2011150482A JP2011190683A JP 2011190683 A JP2011190683 A JP 2011190683A JP 2011150482 A JP2011150482 A JP 2011150482A JP 2011150482 A JP2011150482 A JP 2011150482A JP 2011190683 A JP2011190683 A JP 2011190683A
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Prior art keywords
pipe
pipe line
width
conduit
width direction
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JP5062785B2 (en
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Shinichi Nishiyama
新一 西山
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Ashimori Industry Co Ltd
Ashimori Engineering Co Ltd
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Ashimori Industry Co Ltd
Ashimori Engineering Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a repair structure of conduit capable of preventing solid bodies from being deposited in a bottom part of the conduit and removing them easily even when they are deposited. <P>SOLUTION: In the repair structure of conduit for filling a hardening filler between a standard length inner face member 10 and an inner wall of the conduit, a reinforcing body like a hollow framework is formed by depositing and integrating a plurality of reinforcing members 2, which are assembled along the inner wall of the conduit 1 from divided reinforcing members provided with fitting parts 2p at a predetermined pitch on the inside of conduit, in the tubular direction of the conduit 1 and the standard length inner face member 10, which is a specific length at the same pitch as the fitting parts 2p inside the reinforcing body, is abutted in the longitudinal direction and disposed in the width direction, a recessed part is formed from the round shaped forming part at joint sections in the width direction of the standard length inner face member 10 adjacent to the conduit inner face after repairing by forming corner parts 10d at both ends in the width direction on the conduit inside face 10c of the standard inner face member 10 and a riblet structure is constructed to increase the flowing-down capacity of the conduit. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、大口径の下水道管路や雨水管路等、泥や固形物を含む水が流れる管路の構造と、その管路内に搬入した内面部材を用いて管路内壁を補修する管路の補修構造に関し、更に詳しくは、底部が平面状の馬蹄形管や矩形管等に適した管路の構造および管路の補修構造に関する。   The present invention relates to a pipe structure for repairing an inner wall of a pipe using a structure of a pipe through which water containing mud or solid matter flows, such as a large-diameter sewer pipe or a rainwater pipe, and an inner surface member carried into the pipe. More particularly, the present invention relates to a pipe structure and a pipe repair structure suitable for a horseshoe tube or a rectangular tube having a flat bottom.

老朽化した下水道管路等の既設管路の補修方法として、管路の内面を内面部材(内張り材)で全面的に覆う方法が知られている(例えば特許文献1〜特許文献2等を参照。)。   As a method for repairing an existing pipeline such as an aged sewer pipeline, a method of covering the entire inner surface of the pipeline with an inner surface member (lining material) is known (see, for example, Patent Literature 1 to Patent Literature 2). .)

また、このような補修方法として、特に管路内に人が入って作業可能な大口径管の補修に関し、本出願人らは、補修時に支保工を必要とせず、施工の簡素化および工期の短縮等を実現できる管路の補修方法(特許文献3)や、強度の期待できない、劣化の進んだ管路や異形管路を充分に補強することのできる補修方法並びにその方法により得られる管路の補修構造(特許文献4)について提案している。   In addition, as such a repair method, particularly regarding repair of a large-diameter pipe that can be operated by a person entering the pipeline, the present applicants do not need a support work at the time of repair, simplify the construction and the construction period. Pipeline repair method (Patent Document 3) that can realize shortening, repair method that can sufficiently reinforce deteriorated pipes and deformed pipes that cannot be expected in strength, and pipes obtained by the method The repair structure (Patent Document 4) is proposed.

以上のような管路の補修方法は、内面部材を管路の筒長方向に連続したものとすることにより、管路の筒長方向につなぎ目部がなく、管内物の流下能力を向上させることができる
という利点があるものの、管路の補修長が長くなるに従い、内面部材の総長も増大するた
め、輸送上または製造設備上において困難なケースが生じてきた。
The pipe repair method as described above is such that the inner surface member is continuous in the pipe length direction of the pipe line, so that there is no joint in the pipe length direction of the pipe line, and the flowability of the in-pipe matter is improved. However, since the total length of the inner surface member increases as the repair length of the pipe increases, a difficult case has arisen in transportation or manufacturing equipment.

また、骨組み状補強体を用いた管路の補修構造においては、硬化性充填材の注入時に、管路の底部近傍で、内面部材と管路壁面との間に管内の滞留水や空気が噛み込んでしまい、硬化性充填材の未充填部位が形成されてしまう場合があった。特に、馬蹄形管や矩形管(ボックスカルバート)等、底部が平面状の管路は、その底部近傍における内面部材と管路壁面との間に滞留水や空気の噛み込みが多く、未充填部位が形成されてしまう虞れが高い。   Further, in the pipe repair structure using the frame-shaped reinforcing body, when the curable filler is injected, the staying water or air in the pipe is caught between the inner surface member and the pipe wall surface near the bottom of the pipe. In some cases, an unfilled portion of the curable filler is formed. In particular, pipes with a flat bottom, such as horseshoe-shaped pipes and rectangular pipes (box culverts), have a lot of stagnant water or air between the inner surface member and the wall of the pipe near the bottom. There is a high risk of being formed.

そこで、本出願人らは、管路筒長方向に一定の長さの定尺内面部材を、その長手方向および幅方向に当接して配設し、これらを管路内で一体化することにより、輸送上または製造設備上の問題を解決するとともに、施工現場での取り扱いおよび作業性の良い管路の補修構造に関する提案を行なっている(特許文献5)。   Therefore, the present applicants arrange a fixed-length inner member having a fixed length in the pipe tube length direction in contact with the longitudinal direction and the width direction, and integrate them in the pipe line. In addition to solving problems in transportation or manufacturing equipment, a proposal has been made regarding a pipe repair structure that is easy to handle and work at a construction site (Patent Document 5).

また、管路の壁面とこれを覆う内面部材との間の空隙内に設置される補強体の内縁に、硬化性充填材を管路筒長方向に通過させる切り込みを設け、硬化性充填材の管路筒長方向の流動をスムーズにして、硬化性充填材の未充填部位の発生を防止する管路の補修構造を提案している(特許文献6)。   In addition, the inner edge of the reinforcing body installed in the gap between the wall surface of the pipe line and the inner surface member covering it is provided with a notch that allows the curable filler to pass in the pipe tube length direction. A repair structure of a pipe line that smoothes the flow in the pipe tube length direction and prevents the occurrence of unfilled portions of the curable filler is proposed (Patent Document 6).

図9から図12は、これらの提案に係る従来の管路の補修構造の概略を説明する図である。この管路の補修方法は、高剛性材料(例えば鋼等)からなる中空骨組み状の補強体を管路内において組み立て、この補強体の内側に樹脂あるいは金属等からなる内面部材(内張り材)を取り付けた後、これら内面部材と管路壁面とで形成される空間に硬化性充填材(裏込め材)を充填するものである。   9 to 12 are diagrams for explaining the outline of the conventional pipe repair structure according to these proposals. In this pipe repair method, a hollow frame-shaped reinforcing body made of a highly rigid material (for example, steel) is assembled in the pipe, and an inner surface member (lining material) made of resin, metal, or the like is placed inside the reinforcing body. After the attachment, the space formed by the inner surface member and the pipe wall surface is filled with a curable filler (backfill material).

例えば、例のような断面が円形の既設管路の場合、図9のように、先ず既設管路1の内部に、管路内壁1aに略沿った形状の補強部材2を組み立てる。この補強部材2は、マンホール等から搬入した複数の分割補強部材(この例においては、3個の分割補強部材2a,2b,2c)を相互に結合して、全体として管路内壁1aに略沿ったリング状に組み立てられる。この補強部材2の管路内側には、後述する嵌合部材11と定尺内面部材30を嵌め込むための複数の嵌合用凹部(嵌合部2p)が、周方向に所定のピッチで形成されているとともに、その外縁には周方向に一様に連続する凹凸が形成されている。   For example, in the case of an existing pipe having a circular cross section as in the example, first, the reinforcing member 2 having a shape substantially along the pipe inner wall 1a is assembled inside the existing pipe 1 as shown in FIG. The reinforcing member 2 is composed of a plurality of divided reinforcing members (in this example, three divided reinforcing members 2a, 2b, 2c) carried in from a manhole or the like, and substantially along the pipe inner wall 1a as a whole. Assembled in a ring shape. A plurality of fitting recesses (fitting portions 2p) for fitting a fitting member 11 and a regular inner surface member 30 to be described later are formed at a predetermined pitch in the circumferential direction inside the pipe line of the reinforcing member 2. In addition, unevenness that is continuously continuous in the circumferential direction is formed on the outer edge.

なお、このリング状の補強部材2は、筒長方向に貫通する貫通穴2qがそれぞれ周方向に一定の間隔で形成されており、複数のリング状補強部材2が形成された段階で、パイプ材とボルトおよびナット等からなる連結部材(図示省略)によって、これらのリング状補強部材2を既設管路の筒長方向に一定の間隔で連結・一体化し、全体として中空骨組み状の補強体とされる。また、補強部材2の径方向内縁には、各貫通穴2qに連通する切り込み2rが形成されており、定尺内面部材30が取り付けられた場合でも、この内面部材30に接する補強部材2の内縁近傍に、既設管路筒長方向に連通するすきまが形成されるよになっている。   In addition, the ring-shaped reinforcing member 2 has pipe holes 2q penetrating in the cylinder length direction at regular intervals in the circumferential direction, and at the stage when the plurality of ring-shaped reinforcing members 2 are formed, These ring-shaped reinforcing members 2 are connected and integrated at a constant interval in the tube length direction of the existing pipe line by connecting members (not shown) made of bolts, nuts, and the like to form a hollow frame-shaped reinforcing body as a whole. The In addition, a notch 2r communicating with each through-hole 2q is formed at the radially inner edge of the reinforcing member 2, and even when the fixed inner member 30 is attached, the inner edge of the reinforcing member 2 in contact with the inner member 30 A clearance communicating with the existing pipe tube length direction is formed in the vicinity.

次に、補強部材2の嵌合部2pのそれぞれに、嵌合部材11を既設管路1の筒長方向に沿って互いに平行に取り付け、これら各嵌合部材11を介して、定尺内面部材30を取り付ける。この定尺内面部材30は、図10に示すように、一定の長さ、例えば5m程度の長さを有する左右対称の一様断面の帯状体であり、平板状の本体部分両縁部に片面側に突出する嵌合用凸部30a,30bが一体形成された形状を有している。この嵌合用凸部30a,30b間の距離は、補強部材2の内側に形成された嵌合部2pどうしの距離(ピッチ)と等しく、互いに隣接する内面部材30の一方の嵌合用凸部30aと他方の内面部材30の嵌合用凸部30bとが突き合わされた状態で、それぞれ嵌合部材11の開口部に挿入される。なお、これら嵌合用凸部30a,30bと嵌合部材11との間には、防水のためのシール部材12が介在配置される場合もある。   Next, the fitting member 11 is attached to each of the fitting portions 2p of the reinforcing member 2 in parallel with each other along the tube length direction of the existing pipe line 1, and the fixed-length inner surface member is interposed via each of the fitting members 11. 30 is attached. As shown in FIG. 10, the regular inner surface member 30 is a strip-shaped body having a uniform length, for example, a left and right symmetrical uniform cross section having a length of about 5 m. The protrusions 30a and 30b for fitting projecting to the side have a shape integrally formed. The distance between the fitting convex portions 30a and 30b is equal to the distance (pitch) between the fitting portions 2p formed on the inner side of the reinforcing member 2, and one of the fitting convex portions 30a of the inner surface member 30 adjacent to each other. Each of the other inner surface members 30 is inserted into the opening of the fitting member 11 in a state where the fitting convex portion 30b is abutted with each other. In some cases, a sealing member 12 for waterproofing is interposed between the fitting convex portions 30 a and 30 b and the fitting member 11.

その後、図11および図12に示すように、この定尺内面部材30と管路内壁1aとの間の空隙に硬化性充填材3が注入される。この注入された硬化性充填材3は、リング状の補強部材2ごとに筒長方向に区切られた空隙の区画を、既設管路の底部側から充填しながら、補強部材2の外縁の凹凸によって形成されたすきま、あるいは前記切り込み2rによって補強部材2の内縁近傍に形成されたすきま等から、次の空隙区画へと順次流れ込んで行くこととなる。   Thereafter, as shown in FIGS. 11 and 12, the curable filler 3 is injected into the space between the fixed inner member 30 and the pipe inner wall 1a. The injected curable filler 3 fills the space defined by the ring-shaped reinforcing member 2 in the cylinder length direction from the bottom side of the existing pipe line, by the unevenness of the outer edge of the reinforcing member 2. From the formed clearance or the clearance formed in the vicinity of the inner edge of the reinforcing member 2 by the notch 2r, the fluid sequentially flows into the next gap section.

特許第2614669号公報Japanese Patent No. 2614669 特許第2742986号公報Japanese Patent No. 2742986 特開2002−120290号公報JP 2002-120290 A 特開2001−311387号公報JP 2001-311387 A 特開2002−310378号公報JP 2002-310378 A 特開2003−328430号公報JP 2003-328430 A

ところで、下水道管路や雨水管路等の底部には、沈砂と呼ばれる固形汚物が堆積するこ
とが知られており、従来からの要望として、これら泥や固形物を含む水を流下させる管路
には、できるだけ沈砂が溜まらない構造であること、およびこの沈砂を掃除(除去)し易
い構造であること、が求められている。
By the way, it is known that solid filth called sedimentation deposits on the bottom of sewer pipes and rainwater pipes, and as a conventional request, pipes that allow water containing mud and solids to flow down are used. Therefore, there is a demand for a structure in which sedimentation does not accumulate as much as possible, and a structure in which the sedimentation can be easily cleaned (removed).

しかしながら、馬蹄形管や矩形管(ボックスカルバート)等、底部が平面状の管路は、
管内物の流下速度が低く、固形物が堆積し易い傾向にあり、断面が円形の管路に比べ、沈
砂が多く生じてしまう場合があった。
However, pipes with a flat bottom, such as horseshoe tubes and rectangular tubes (box culverts),
There is a tendency that the flow rate of the piped material is low, solids tend to accumulate, and more sedimentation occurs than a pipe having a circular cross section.

本発明は、このような実情に鑑みてなされたものであり、管路底部に固形物が堆積し難
く、また堆積した場合でも除去が容易な管路と管路の補修構造を提供することを目的とし
ている。
The present invention has been made in view of such circumstances, and provides a pipeline and a pipeline repair structure in which solid matter is difficult to deposit on the bottom of the pipeline and can be easily removed even when deposited. It is aimed.

上記の課題を解決するため、請求項1に係る発明の管路の補修構造は、内側に所定のピッチで嵌合部が設けられた分割補強部材を管路の内壁に沿うように組み立ててなる補強部材が、管路の筒長方向に複数個配置され、これら補強部材が連結部材により相互に一体化されて中空骨組み状の補強体が形成されているとともに、この補強体の管路内側に、前記嵌合部のピッチの幅で管路筒長方向に一定の長さの定尺内面部材が、その長手方向および幅方向に当接して配設され、これら定尺内面部材と管路の内壁との間に硬化性充填材が充填されてなる管路の補修構造において、前記定尺内面部材の管路内側表面における幅方向両端の角部が、R形状に形成されていることによって特徴づけられる。   In order to solve the above-mentioned problems, the pipe repair structure of the invention according to claim 1 is formed by assembling a split reinforcing member provided with fitting portions at a predetermined pitch inside along the inner wall of the pipe. A plurality of reinforcing members are arranged in the tube length direction of the pipe line, and these reinforcing members are integrated with each other by a connecting member to form a hollow frame-shaped reinforcing body, and inside the pipe line of the reinforcing body A fixed-length inner member having a fixed length in the pipe tube length direction with a pitch width of the fitting portion is disposed in contact with the longitudinal direction and the width direction. In the pipe repair structure in which a curable filler is filled between the inner wall and the inner wall, the corners at both ends in the width direction on the pipe inner surface of the fixed inner member are formed in an R shape. It is attached.

本発明は、管路の内側表面に、水の流れに倣った凹凸形状(リブレット:Riblet)を形成することによって、この流水に対する抵抗を低減し、所期の目的を達成しようとするものである。   The present invention is intended to reduce the resistance to flowing water and achieve the intended purpose by forming an uneven shape (riblet) following the flow of water on the inner surface of the pipe. .

すなわち、大口径の下水道管路や雨水管路等、泥や固形物を含む水が流れる管路の底部に、管路筒長方向の複数の溝またはリブからなるリブレットを形成することにより、管内物に対する摩擦抵抗が低減される。従って、本発明の管路は、管路底部に固形物が堆積し難く、また堆積した場合でも除去が容易な管路とすることが可能となる。   That is, by forming a riblet consisting of a plurality of grooves or ribs in the pipe tube length direction at the bottom of a pipe through which water containing mud and solids flows, such as a large-diameter sewer pipe or rainwater pipe, The frictional resistance against is reduced. Therefore, the pipe line of the present invention can be a pipe line in which solid matter hardly accumulates at the bottom of the pipe line and can be easily removed even when it is deposited.

具体的には、請求項1に係る発明では、所定の幅で管路筒長方向に一定の長さの定尺内面部材を、その長手方向および幅方向に連結して用いる管路の補修構造を利用し、その各定尺内面部材の管路内側表面における幅方向両端の角部を、R形状に形成することで、補修後の管路の内側表面に、筒長方向に沿って伸びる複数の凹部が定尺内面部材の幅方向へのつなぎ目部分に形成されることになり、上記のリブレット効果を得ることができる。   Specifically, in the invention according to claim 1, a pipe repair structure in which a fixed-length inner member having a predetermined width and a fixed length in the pipe tube length direction is connected in the longitudinal direction and the width direction. By forming the corners at both ends in the width direction on the inner surface of the pipe of each fixed-length inner surface member in an R shape, a plurality of pieces extending along the cylinder length direction on the inner surface of the pipe after repair Are formed at the joints in the width direction of the fixed inner member, and the riblet effect can be obtained.

また、請求項2に係る発明では、上記の定尺内面部材の管路内側表面における幅方向の両端の角部に面取り加工を施す。この構成によっても、補修後の管路の内側表面に、筒長方向に沿って伸びる凹部が定尺内面部材の幅方向へのつなぎ目部分に形成されることになり、上記と同等のリブレット効果を得ることができる。   Moreover, in the invention which concerns on Claim 2, chamfering is given to the corner | angular part of the both ends of the width direction in the pipe inner surface of said fixed-length inner surface member. Even with this configuration, a concave portion extending along the tube length direction is formed at the joint portion in the width direction of the fixed inner surface member on the inner surface of the pipeline after repair, and the riblet effect equivalent to the above is achieved. Obtainable.

なお、上記のように定尺内面部材の幅方向両端の角部に形成するR形状、あるいは同角部に施す面取り加工により形成される凹部の最大深さは、0.5〜5.0mmであることが望ましい。   In addition, the maximum depth of the recessed part formed by the R shape formed in the corner | angular part of the width direction both ends of a fixed-length inner surface member as mentioned above, or the chamfering process given to the same corner part is 0.5-5.0 mm. It is desirable to be.

ここで、リブレットは、その凹凸形状の間の高さの差がある程度必要とされるが、下水道管路や雨水管路等の場合は、堆積した沈砂を掃除(除去)し易い構造であることが求められるため、その高さの差は5mm以下に抑えることが好ましい。   Here, the riblet requires a certain level of height difference between the concave and convex shapes. However, in the case of a sewer pipe, a rainwater pipe, etc., the riblet may have a structure that is easy to clean (remove) the accumulated sand. Therefore, the height difference is preferably suppressed to 5 mm or less.

一方、請求項3に係る発明は、内面部材の取り付け作業の低減および硬化性充填材に
おける未充填部位の発生の防止は、上記のリブレット効果を得ることの双方を目的としたものである。補強体の 管路内側に、前記嵌合部のピッチの幅で管路筒長方向に一定の長さの定尺内面部材が、その長手方向および幅方向に当接して配設され、これら定尺内面部材と管路の内壁との間に、硬化性充填材が充填されてなる管路の補修構造において、前記定尺内面部材が、前記嵌合部のピッチの2倍の幅に形成されているとともに、この2倍幅の定尺内面部材の幅方向中央に、管路外側に向かって突出して前記嵌合部に係合する係合部が形成されかつ、前記2倍幅の定尺内面部材の管路内側表面における幅方向両端の角部が、R形状に形成されていることを特徴としている。
On the other hand, the invention according to claim 3 aims to both reduce the mounting work of the inner surface member and prevent the occurrence of unfilled sites in the curable filler, both of obtaining the above riblet effect. A fixed-length inner member having a fixed length in the pipe tube length direction with a pitch width of the fitting portion is disposed in contact with the longitudinal direction and the width direction on the inner side of the reinforcement body. In a pipe repair structure in which a curable filler is filled between the inner surface member and the inner wall of the pipe, the fixed inner member is formed with a width twice the pitch of the fitting portions. In addition, an engagement portion that protrudes toward the outside of the pipe line and engages with the fitting portion is formed at the center in the width direction of the double-width standard inner surface member, and the double-width standard The corners at both ends in the width direction on the inner surface of the inner surface member are formed in an R shape.

また、請求項5に係る発明は、上記と同様に、内側に所定のピッチで嵌合部が設けられた分割補強部材を管路の内壁に沿うように組み立ててなる補強部材が、管路の筒長方向に複数個配置され、これら補強部材が連結部材により相互に一体化されて中空骨組み状の補強体が形成されているとともに、この補強体の管路内側に、前記嵌合部のピッチの幅で管路筒長方向に一定の長さの定尺内面部材が、その長手方向および幅方向に当接して配設され、これら定尺内面部材と管路の内壁との間に、硬化性充填材が充填されてなる管路の補修構造において、前記定尺内面部材が、前記嵌合部のピッチの2倍の幅に形成されているとともに、この2倍幅の定尺内面部材の幅方向中央には、管路外側に向かって突出して前記嵌合部に係合する係合部が形成され、かつ、前記2倍幅の定尺内面部材の管路内側表面における幅方向両端の角部に、面取り加工が施されていることを特徴としている。   Further, in the invention according to claim 5, as described above, the reinforcing member formed by assembling the divided reinforcing member provided with the fitting portions on the inside at a predetermined pitch along the inner wall of the pipe is A plurality of these reinforcing members are arranged in the cylinder length direction, and the reinforcing members are integrated with each other by a connecting member to form a hollow frame-shaped reinforcing body, and the pitch of the fitting portion is formed inside the reinforcing pipe. A fixed-length inner member having a certain length in the tube tube length direction is disposed in contact with the longitudinal direction and the width direction, and is hardened between the fixed inner member and the inner wall of the conduit. In the pipe repair structure filled with the conductive filler, the fixed inner member is formed to be twice as wide as the pitch of the fitting portion, and the double fixed width inner member At the center in the width direction, there is an engaging part that protrudes toward the outside of the pipe line and engages with the fitting part. Is, and, at the corners of the opposite widthwise ends in line the inner surface of the standard dimension inside member of the double-width, is characterized in that chamfering processing is given.

これら請求項3、4の構成により、内面部材施工時の作業工数を削減することができる。また、この2倍幅の定尺内面部材の幅方向中央に設けられた係合部によって、硬化性充填材の注入時にも、注入圧による内面部材の浮き上がりが防止されるとともに、この係合部と補強体の嵌合部との間に形成されるすきまにより、従来の補強体の内縁に形成されていた切り込み等を設けなくても、硬化性充填材の管路筒長方向の流動がスムーズになる。従って、請求項3、4に係る発明の管路の補修構造は、内面部材と管路壁面の間の滞留水や空気の噛み込みが少なく、管路底部における硬化性充填材の未充填部位の発生を防止することができる。   According to the configurations of the third and fourth aspects, the number of work steps for constructing the inner surface member can be reduced. Further, the engagement portion provided in the center in the width direction of the double-width inner surface member prevents the inner surface member from being lifted by the injection pressure even when the curable filler is injected. The gap formed between the reinforcing member and the fitting part of the reinforcing body allows smooth flow of the curable filler in the longitudinal direction of the pipe without the need to provide a cut or the like formed on the inner edge of the conventional reinforcing body. become. Therefore, the pipe repair structure according to the third and fourth aspects of the present invention has less stagnant water or air between the inner surface member and the wall surface of the pipe, and the unfilled portion of the curable filler at the bottom of the pipe. Occurrence can be prevented.

そして、このような2倍幅の定尺内面部材の管路内側表面の幅方向両端の角部をR形状に形成するか、あるいは同角部に面取り加工を施すことによって、上記と同等のリブレット効果を奏することができる。   And the riblet equivalent to the above is formed by forming the corners at both ends in the width direction of the inner surface of the pipe of the double-width regular inner surface member into an R shape or chamfering the same corner portion. There is an effect.

以上のような2倍幅の定尺内面部材の幅方向両端の角部に形成されるR形状ないしは面取りによる凹部の深さも、前記と同様に0.5〜5.0mmが好ましい。   The depth of the concave portion formed by the R shape or chamfering formed at the corners at both ends in the width direction of the double-width regular inner member as described above is preferably 0.5 to 5.0 mm as described above.

請求項5に係る発明は、上記した請求項3もしくは4に係る発明における2倍幅の定尺内面部材の管路内側表面の幅方向中央に、長手方向に連続する溝もしくはリブが形成されていることによって特徴づけられる。この構成によると、2倍幅の定尺内面部材の幅方向へのつなぎ目部分に形成されるR形状による凹部、もしくは、同部分に形成される面取り加工による凹部の間に、これらとともに筒長方向に伸びる溝もしくはリブが設けられることになり、有効なリブレット効果が得られる。   In the invention according to claim 5, a groove or rib continuous in the longitudinal direction is formed at the center in the width direction of the inner surface of the pipe line of the double-width standard inner member in the invention according to claim 3 or 4. It is characterized by being. According to this configuration, between the concave portion formed by the R shape formed in the joint portion in the width direction of the double-width standard inner member or the concave portion formed by chamfering formed in the same portion, along with the cylinder length direction Therefore, an effective riblet effect can be obtained.

本発明によれば、補修後の管路表面に、定尺内面部材の両端部に沿った凹部が形成され、そのリブレット効果により、固形物が堆積し難く、また堆積した場合でも除去が容易となる。特に、馬蹄形管や矩形管(ボックスカルバート)等、底部が平面状で管内物の流下速度が低い管路においても、その流下能力を向上させることができる。   According to the present invention, concave portions along both ends of the fixed-length inner surface member are formed on the surface of the pipeline after repair, and the riblet effect makes it difficult for solid matter to deposit and even when deposited, it is easy to remove. Become. In particular, even in a pipeline such as a horseshoe tube or a rectangular tube (box culvert) where the bottom is flat and the flow rate of the pipe is low, the flow ability can be improved.

本発明の第1実施形態における管路の補修構造を示す管路径方向の断面図である。It is sectional drawing of the pipe radial direction which shows the repair structure of the pipe line in 1st Embodiment of this invention. 図1のA部拡大模式図である。It is the A section enlarged schematic diagram of FIG. 本発明の第1実施形態における定尺内面部材10の断面形状例を示す図である。It is a figure which shows the example of a cross-sectional shape of the fixed inner surface member 10 in 1st Embodiment of this invention. 本発明の第1実施形態における定尺内面部材10の他の断面形状例を示す図である。It is a figure which shows the other cross-sectional shape example of the fixed-length inner surface member 10 in 1st Embodiment of this invention. 本発明の第2実施形態における管路の補修構造を示す管路径方向の断面図である。It is sectional drawing of the pipe diameter direction which shows the repair structure of the pipe line in 2nd Embodiment of this invention. 図5のB部拡大模式図である。It is the B section enlarged schematic diagram of FIG. 本発明の第2実施形態における定尺内面部材20の断面形状例を示す図である。It is a figure which shows the cross-sectional example of the fixed-length inner surface member 20 in 2nd Embodiment of this invention. 本発明の第2実施形態における定尺内面部材20の他の断面形状例を示す図である。It is a figure which shows the other cross-sectional shape example of the fixed-length inner surface member 20 in 2nd Embodiment of this invention. 従来の管路の補修方法を示す説明図で、既設管路1の内部に補強部材2を組み立てた状態を示す管路径方向の断面図である。It is explanatory drawing which shows the repair method of the conventional pipe line, and is sectional drawing of the pipe radial direction which shows the state which assembled the reinforcement member 2 inside the existing pipe line 1. FIG. 従来の管路の補修方法に用いられる定尺内面部材の外観斜視図である。It is an external appearance perspective view of the fixed inner surface member used for the conventional pipe line repair method. 従来の管路の補修構造を示す管路径方向の断面図である。It is sectional drawing of the pipe radial direction which shows the repair structure of the conventional pipe line. 図13のC部拡大模式図である。It is the C section enlarged schematic diagram of FIG.

以下、図面を参照しつつ、この発明を実施するための形態について説明する。
図1は、本発明の第1実施形態における管路の補修構造を示す管路径方向の断面図であり、図2は図1のA部拡大模式図である。また、図3は、この第1実施形態における定尺内面部材10の断面形状の例を示す図である。なお、従来例と同様の機能を有する構成部材には、同じ符号を付記して詳細な説明を省略する。
DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments for carrying out the present invention will be described with reference to the drawings.
FIG. 1 is a cross-sectional view in the pipe radial direction showing a pipe repair structure according to the first embodiment of the present invention, and FIG. 2 is an enlarged schematic view of part A of FIG. Moreover, FIG. 3 is a figure which shows the example of the cross-sectional shape of the fixed-length inner surface member 10 in this 1st Embodiment. In addition, the same code | symbol is attached | subjected to the structural member which has a function similar to a prior art example, and detailed description is abbreviate | omitted.

この第1実施形態における管路の補修方法も、先ず、高剛性材料(例えば鋼等)からなり、管路内側に所定のピッチで嵌合部2pが設けられた分割補強部材を、管路内壁1aに沿うように組み立て、管路1の断面形状に略沿った補強部材2を形成する。そして、この補強部材2を管路1の筒長方向に複数個配置するとともに、これら補強部材2を連結部材(図示省略)により相互に一体化して、中空骨組み状の補強体を構築する。   The pipe repair method according to the first embodiment also includes a split reinforcement member made of a highly rigid material (for example, steel) and provided with fitting portions 2p at a predetermined pitch inside the pipe. Assembling along 1a, the reinforcing member 2 substantially along the cross-sectional shape of the pipe line 1 is formed. A plurality of the reinforcing members 2 are arranged in the tube length direction of the pipe line 1 and these reinforcing members 2 are integrated with each other by a connecting member (not shown) to construct a hollow frame-shaped reinforcing body.

次に、補強部材2の嵌合部2pのそれぞれに、嵌合部材11を既設管路1の筒長方向に沿って互いに平行に取り付け、隣接する内面部材10の一方の嵌合用凸部10aと他方の内面部材10の嵌合用凸部10bとを突き合わされた状態で、シール部材12を介してそれぞれ嵌合部材11の開口部に挿入する。その後、この定尺内面部材10と管路内壁1aとの間の空隙に硬化性充填材3が注入される。   Next, the fitting member 11 is attached to each of the fitting portions 2p of the reinforcing member 2 in parallel with each other along the tube length direction of the existing pipe line 1, and one fitting convex portion 10a of the adjacent inner surface member 10 and The fitting member 10 is inserted into the opening of the fitting member 11 via the seal member 12 in a state where the fitting convex portion 10 b of the other inner surface member 10 is abutted. Thereafter, the curable filler 3 is injected into the gap between the fixed inner member 10 and the pipe inner wall 1a.

本実施形態における管路の補修構造が従来の補修構造と異なる点は、図3に示すように、定尺内面部材10の管路内側表面10cにおける幅方向両端の角部10dをR形状に形成している点である。   The pipe repair structure in the present embodiment is different from the conventional repair structure in that the corners 10d at both ends in the width direction on the pipe inner surface 10c of the fixed inner member 10 are formed in an R shape as shown in FIG. This is the point.

この構成によって、本実施形態における管路の内面には、互いに隣接する定尺内面部材10の幅方向へのつなぎ目部分に、当該定尺内面部材10の幅方向両端の角部10dに形成されたR形状による溝が筒長方向に沿って形成されることになる。すなわち、水の流れに倣った凹凸形状(リブレット:Riblet)が形成される。従って、本実施形態における管路は補修後も、管内物のスムーズな流れが維持されるとともに、管路底部に固形物が堆積し難く、また堆積した場合でも除去が容易な管路とすることができる。   With this configuration, the inner surface of the conduit in the present embodiment is formed at the corners 10d at both ends in the width direction of the fixed inner member 10 at the joints in the width direction of the adjacent fixed inner members 10 in the embodiment. An R-shaped groove is formed along the cylinder length direction. That is, a concavo-convex shape (riblet) following the flow of water is formed. Therefore, the pipeline in the present embodiment should be a pipeline that can maintain a smooth flow of the inside of the pipe even after repair, and that it is difficult for solid matter to accumulate on the bottom of the pipe, and that it is easy to remove even if it accumulates. Can do.

また特に、この例のような馬蹄形管や矩形管(ボックスカルバート)等、底部が平面状の管路は、管内物の流下速度が低く沈砂が堆積し易い傾向にあるが、この実施形態のように、管路内面にリブレット構造を形成することによって、管内物の流下能力を向上させることが可能になる。   In particular, a pipe with a flat bottom, such as a horseshoe tube or a rectangular tube (box culvert) as in this example, has a low flow speed of the pipe and tends to accumulate sand. In addition, by forming a riblet structure on the inner surface of the pipe line, it is possible to improve the flow-through ability of the inside of the pipe.

なお、このリブレット構造は、図4のように、定尺内面部材10の管路内側表面10cにおける幅方向両端の角部10dに面取り加工を施して構成してもよく、このような定尺内面部材を用いても、補修後の管路の内面には、互いに隣接する定尺内面部材10の幅方向へのつなぎ目部分に、当該定尺内面部材10の幅方向両端の角部10dに施された面取り加工部分による凹部が管路筒長方向に沿って形成されることになり、上記と同様のリブレット効果が得られる。   The riblet structure may be configured by chamfering corner portions 10d at both ends in the width direction on the pipe inner surface 10c of the fixed inner member 10 as shown in FIG. Even if the member is used, the inner surface of the pipe line after repair is applied to the corner portions 10d at both ends in the width direction of the fixed inner member 10 at the joints in the width direction of the adjacent fixed inner members 10 in the width direction. A concave portion formed by the chamfered portion is formed along the pipe tube length direction, and a riblet effect similar to the above is obtained.

次に、本発明の第2実施形態について説明する。
図5は、本発明の第2実施形態における管路の補修構造を示す管路径方向の断面図であり、図6は図5のB部拡大模式図である。また、図7は、この第2実施形態における定尺内面部材20の断面形状の例を示す図である。
Next, a second embodiment of the present invention will be described.
FIG. 5 is a cross-sectional view in the pipe radial direction showing the pipe repair structure according to the second embodiment of the present invention, and FIG. 6 is an enlarged schematic view of part B of FIG. Moreover, FIG. 7 is a figure which shows the example of the cross-sectional shape of the fixed-length inner surface member 20 in this 2nd Embodiment.

本実施形態における管路の補修方法も、第1実施形態と同様、管路内側に所定のピッチで嵌合部2pが設けられた補強部材2を用いて、管路1の断面形状に略沿った中空骨組み状の補強体を構築し、この補強体の内側に樹脂製の定尺内面部材20を取り付けた後、これら内面部材20と管路内壁1aとで形成される空間に硬化性充填材3を充填するものである。   As in the first embodiment, the pipe repair method according to the present embodiment also substantially follows the cross-sectional shape of the pipe 1 using the reinforcing member 2 provided with the fitting portions 2p at a predetermined pitch inside the pipe. After constructing a hollow frame-shaped reinforcing body and attaching a resin-made inner surface member 20 inside the reinforcing body, a curable filler is formed in a space formed by the inner surface member 20 and the pipe inner wall 1a. 3 is filled.

本実施形態における管路の補修構造の特徴は、図6のように、定尺内面部材20が、補強部材2の嵌合部2aのピッチの2倍の幅に形成されているとともに、この定尺内面部材20の幅方向中央に、管路外側に向かって突出して前記嵌合部2aに係合する係合部20cが形成されている点である。   The feature of the pipe repair structure in the present embodiment is that, as shown in FIG. 6, the fixed inner member 20 is formed to have a width twice as large as the pitch of the fitting portions 2 a of the reinforcing member 2. An engaging portion 20c that protrudes toward the outside of the pipe line and engages with the fitting portion 2a is formed at the center of the inner surface member 20 in the width direction.

また、図7に示すように、この2倍幅の定尺内面部材20の管路内側表面20dにおける幅方向両端の角部20f,20fはR形状に形成されているとともに、幅方向中央20eには溝が形成されている。   Further, as shown in FIG. 7, the corners 20f and 20f at both ends in the width direction on the pipe inner surface 20d of the double-width standard inner member 20 are formed in an R shape and are formed in the center 20e in the width direction. Has a groove.

以上の構成によって、硬化性充填材3の注入時にも、注入圧による内面部材20の浮き上がりが防止されるとともに、この係合部20cと補強部材2の嵌合部2pと間に形成されるすきまにより、硬化性充填材3の管路筒長方向の流動がスムーズになる。従って、本実施形態における管路の補修構造は、内面部材20と管路内壁1aの間の滞留水や空気の噛み込みが少なく、馬蹄形管や矩形管(ボックスカルバート)等、底部が平面状の管路においても、管路底部における硬化性充填材3の未充填部位の発生を防止することができる。   With the above configuration, even when the curable filler 3 is injected, the inner surface member 20 is prevented from being lifted by the injection pressure, and a gap is formed between the engaging portion 20c and the fitting portion 2p of the reinforcing member 2. Thereby, the flow of the curable filler 3 in the pipe tube length direction becomes smooth. Therefore, the pipe repair structure according to the present embodiment has less stagnant water or air between the inner surface member 20 and the pipe inner wall 1a, and has a flat bottom such as a horseshoe tube or a rectangular tube (box culvert). Even in the pipeline, it is possible to prevent the occurrence of an unfilled portion of the curable filler 3 at the bottom of the pipeline.

しかも、この補修方法によって形成された管路内面には、定尺内面部材20の管路内側表面20dの幅方向両端の角部20f,20fに形成されたR形状による凹部と、同じく定尺内面部材20の幅方向中央部20eに形成された溝によってリブレット効果を奏することができる。従って、本実施形態における管路の補修構造も、管路底部に固形物が堆積し難く、また堆積した場合でも除去が容易な管路とすることができるとともに、底部が平面状の管路における管内物の流下能力を向上させることが可能になる。   In addition, the inner surface of the pipe formed by this repair method includes a concave portion formed in an R shape formed at corners 20f and 20f at both ends in the width direction of the inner surface 20d of the pipe inner surface of the fixed inner member 20, and a fixed inner surface. A riblet effect can be produced by the groove formed in the central portion 20e of the member 20 in the width direction. Therefore, the pipe repair structure according to the present embodiment also makes it difficult for solids to deposit on the bottom of the pipe and can be easily removed even when deposited, and the bottom is a flat pipe. It becomes possible to improve the flow capacity of the pipe.

更に、以上の管路の補修構造では、施工現場で取り付ける定尺内面部材20を、従来品の2倍の幅としたことで、この取付作業の手間を低減することができる。また、硬化性充填材3の充填がスムーズに行なわれることから、従来の補強部材の内縁に形成されていた切り込み(図9における符号2r)を設ける必要がない。また更に、この切り込みを設けないことによって、切り込みによる強度低下を考慮する必要がなく、補強部材2の管路径方向の幅および管路筒長方向の厚みを、従来のものより幅狭および肉薄に設計することができるとともに、その形状加工が容易となる。従って、本実施形態における管路の補修構造は、これらの効果により、従来に比してそのコストを低減することができる。   Further, in the above pipe line repair structure, the fixed inner member 20 to be attached at the construction site has a width twice that of the conventional product, so that the labor of the attachment work can be reduced. Moreover, since the filling of the curable filler 3 is performed smoothly, it is not necessary to provide the cut (reference numeral 2r in FIG. 9) formed in the inner edge of the conventional reinforcing member. Furthermore, by not providing this notch, it is not necessary to consider the strength reduction due to the notch, and the width of the reinforcing member 2 in the pipe radial direction and the thickness in the pipe cylinder length direction are made narrower and thinner than the conventional one. While being able to design, the shape process becomes easy. Therefore, the repair structure of the pipe line in this embodiment can reduce the cost compared with the past by these effects.

なお、第1実施形態と同様、2倍幅の定尺内面部材20を用いる場合においても、図8に示すように、その定尺内面部材20の管路内側表面20dにおける幅方向両端の角部20f,20fに面取り加工を施しても、その面取り加工により、互いに隣接する定尺内面部材20の幅方向へのつなぎ目部分に、双方の内面部材20の面取り部分による凹部が形成されることになり、定尺内面部材20の管路内側表面20dにおける幅方向両端の角部20f,20fをR形状に形成する場合と同等のリブレット効果を奏することができ、この場合も、定尺内面部材20の管路内側表面の幅方向中央20eに溝を形成することも有効である。   As in the first embodiment, even when the double-width fixed inner member 20 is used, as shown in FIG. 8, the corners at both ends in the width direction on the pipe inner surface 20d of the fixed inner member 20 are used. Even if chamfering is performed on 20f and 20f, the chamfering process forms a recess due to the chamfered portions of both inner surface members 20 at the joints in the width direction of the adjacent regular inner surface members 20. The riblet effect equivalent to the case of forming the corners 20f, 20f at both ends in the width direction on the pipe inner surface 20d of the fixed inner member 20 in an R shape can be achieved. It is also effective to form a groove in the center 20e in the width direction of the inner surface of the duct.

なお、以上の2つの実施形態では、樹脂製の定尺内面部材を用いた管路の補修構造を例に挙げたが、本発明における内面部材は、特に樹脂製に限定されるものではなく、金属等、硬質で耐水性を有する材料で形成すれば良い。   In the above two embodiments, the repair structure of the pipe line using the resin-made fixed-length inner surface member is taken as an example, but the inner surface member in the present invention is not particularly limited to resin, What is necessary is just to form with hard and water-resistant materials, such as a metal.

更にまた、本発明は、種々の断面形状の管路に適用でき得ることは勿論、補修された既
設管路以外にも、内面部材を用いて管路内面を施工する新設管路にも適用することができ
る。
Furthermore, the present invention can be applied to pipes having various cross-sectional shapes, and is also applicable to newly installed pipes in which pipe inner surfaces are constructed using inner surface members in addition to existing repaired pipe lines. be able to.

1 管路
1a 管路内壁
2 補強部材
2a,2b,2c (分割)補強部材
2p 嵌合部
2q 貫通穴
2r 切り込み
3 硬化性充填材
10 定尺内面部材
10a,10b 嵌合用凸部
10c 管路内側表面
10d 角部
11 嵌合部材
12 シール部材
20 定尺内面部材
20a,20b 嵌合用凸部
20c 係合部
20d 管路内側表面
20e 中央部
20f 角部
30 定尺内面部材
30a,30b 嵌合用凸部
DESCRIPTION OF SYMBOLS 1 Pipe line 1a Pipe inner wall 2 Reinforcement member 2a, 2b, 2c (Division | partition) Reinforcement member 2p Fitting part 2q Through-hole 2r Cut 3 Curing filler 10 Fixed inner surface member 10a, 10b Fitting convex part 10c Inner pipe line Surface 10d Corner portion 11 Fitting member 12 Seal member 20 Fixed-length inner surface member 20a, 20b Fitting convex portion 20c Engaging portion 20d Pipe inner surface 20e Central portion 20f Corner portion 30 Fixed-length inner surface member 30a, 30b Fitting convex portion

Claims (5)

内側に所定のピッチで嵌合部が設けられた分割補強部材を管路の内壁に沿うように組み立ててなる補強部材が、管路の筒長方向に複数個配置され、これら補強部材が連結部材により相互に一体化されて中空骨組み状の補強体が形成されているとともに、この補強体の管路内側に、前記嵌合部のピッチの幅で管路筒長方向に一定の長さの定尺内面部材が、その長手方向および幅方向に当接して配設され、これら定尺内面部材と管路の内壁との間に、硬化性充填材が充填されてなる管路の補修構造において、
前記定尺内面部材の管路内側表面における幅方向両端の角部が、R形状に形成されていることを特徴とする管路の補修構造。
A plurality of reinforcing members are assembled in the tube length direction of the pipe line, and a plurality of reinforcing members are assembled along the inner wall of the pipe line, and the reinforcing members are connected members. To form a hollow frame-shaped reinforcing body, and a constant length in the pipe tube length direction is set on the inner side of the pipe of the reinforcing body at the pitch width of the fitting portion. In the repair structure of the pipe line in which the inner surface member is disposed in contact with the longitudinal direction and the width direction, and between the inner wall of the fixed length inner surface member and the pipe line, a curable filler is filled.
A repair structure for a pipe, wherein corners at both ends in the width direction on the pipe inner surface of the fixed inner member are formed in an R shape.
内側に所定のピッチで嵌合部が設けられた分割補強部材を管路の内壁に沿うように組み立ててなる補強部材が、管路の筒長方向に複数個配置され、これら補強部材が連結部材により相互に一体化されて中空骨組み状の補強体が形成されているとともに、この補強体の管路内側に、前記嵌合部のピッチの幅で管路筒長方向に一定の長さの定尺内面部材が、その長手方向および幅方向に当接して配設され、これら定尺内面部材と管路の内壁との間に、硬化性充填材が充填されてなる管路の補修構造において、
前記定尺内面部材の管路内側表面における幅方向両端の角部に、面取り加工が施されていることを特徴とする管路の補修構造。
A plurality of reinforcing members are assembled in the tube length direction of the pipe line, and a plurality of reinforcing members are assembled along the inner wall of the pipe line, and the reinforcing members are connected members. To form a hollow frame-shaped reinforcing body, and a constant length in the pipe tube length direction is set on the inner side of the pipe of the reinforcing body at the pitch width of the fitting portion. In the repair structure of the pipe line in which the inner surface member is disposed in contact with the longitudinal direction and the width direction, and between the inner wall of the fixed length inner surface member and the pipe line, a curable filler is filled.
A repair structure for a pipe, wherein chamfering is applied to corners at both ends in the width direction on the pipe inner surface of the fixed inner member.
内側に所定のピッチで嵌合部が設けられた分割補強部材を管路の内壁に沿うように組み立ててなる補強部材が、管路の筒長方向に複数個配置され、これら補強部材が連結部材により相互に一体化されて中空骨組み状の補強体が形成されているとともに、この補強体の管路内側に、前記嵌合部のピッチの幅で管路筒長方向に一定の長さの定尺内面部材が、その長手方向および幅方向に当接して配設され、これら定尺内面部材と管路の内壁との間に、硬化性充填材が充填されてなる管路の補修構造において、
前記定尺内面部材が、前記嵌合部のピッチの2倍の幅に形成されているとともに、この2倍幅の定尺内面部材の幅方向中央には、管路外側に向かって突出して前記嵌合部に係合する係合部が形成され、かつ、前記2倍幅の定尺内面部材の管路内側表面における幅方向両端の角部が、R形状に形成されていることを特徴とする管路の補修構造。
A plurality of reinforcing members are assembled in the tube length direction of the pipe line, and a plurality of reinforcing members are assembled along the inner wall of the pipe line, and the reinforcing members are connected members. To form a hollow frame-shaped reinforcing body, and a constant length in the pipe tube length direction is set on the inner side of the pipe of the reinforcing body at the pitch width of the fitting portion. In the repair structure of the pipe line in which the inner surface member is disposed in contact with the longitudinal direction and the width direction, and between the inner wall of the fixed length inner surface member and the pipe line, a curable filler is filled.
The fixed inner member is formed to have a width twice as large as the pitch of the fitting portion, and the double width fixed inner member protrudes toward the outside of the pipe line at the center in the width direction. An engagement portion that engages with the fitting portion is formed, and corners at both ends in the width direction on the inner surface of the pipe of the double-width inner surface member are formed in an R shape. Repair structure of the pipeline to be.
内側に所定のピッチで嵌合部が設けられた分割補強部材を管路の内壁に沿うように組み立ててなる補強部材が、管路の筒長方向に複数個配置され、これら補強部材が連結部材により相互に一体化されて中空骨組み状の補強体が形成されているとともに、この補強体の管路内側に、前記嵌合部のピッチの幅で管路筒長方向に一定の長さの定尺内面部材が、その長手方向および幅方向に当接して配設され、これら定尺内面部材と管路の内壁との間に、硬化性充填材が充填されてなる管路の補修構造において、
前記定尺内面部材が、前記嵌合部のピッチの2倍の幅に形成されているとともに、この2倍幅の定尺内面部材の幅方向中央には、管路外側に向かって突出して前記嵌合部に係合する係合部が形成され、かつ、前記2倍幅の定尺内面部材の管路内側表面における幅方向両端の角部に、面取り加工が施されていることを特徴とする管路の補修構造。
A plurality of reinforcing members are assembled in the tube length direction of the pipe line, and a plurality of reinforcing members are assembled along the inner wall of the pipe line, and the reinforcing members are connected members. To form a hollow frame-shaped reinforcing body, and a constant length in the pipe tube length direction is set on the inner side of the pipe of the reinforcing body at the pitch width of the fitting portion. In the repair structure of the pipe line in which the inner surface member is disposed in contact with the longitudinal direction and the width direction, and between the inner wall of the fixed length inner surface member and the pipe line, a curable filler is filled.
The fixed inner member is formed to have a width twice as large as the pitch of the fitting portion, and the double width fixed inner member protrudes toward the outside of the pipe line at the center in the width direction. An engagement portion that engages with the fitting portion is formed, and chamfering is performed on corner portions at both ends in the width direction on the inner surface of the pipe line of the double-width fixed inner member. Repair structure of the pipeline to be.
前記2倍幅の定尺内面部材の管路内側表面の幅方向中央に、長手方向に連続する溝もしくはリブが形成されていることを特徴とする請求項け3または4に記載の管路の補修構造。   5. The conduit according to claim 3, wherein a groove or a rib that is continuous in the longitudinal direction is formed at the center in the width direction of the inner surface of the conduit of the double-width regular inner member. Repair structure.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1182860A (en) * 1997-08-30 1999-03-26 Junichi Hirata Flow quantity increase passage
JP2001311387A (en) * 2000-05-01 2001-11-09 Ashimori Ind Co Ltd Repairing method for existing conduit, repairing material used for it and repaired conduit
JP2002310378A (en) * 2001-04-06 2002-10-23 Ashimori Ind Co Ltd Lining structure of pipeline
JP2002332680A (en) * 2001-05-08 2002-11-22 Shinichiro Hayashi Draining member and draining facility
JP2003328430A (en) * 2002-05-14 2003-11-19 Ashimori Ind Co Ltd Repairing member for existing conduit and repairing structure for the same

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1182860A (en) * 1997-08-30 1999-03-26 Junichi Hirata Flow quantity increase passage
JP2001311387A (en) * 2000-05-01 2001-11-09 Ashimori Ind Co Ltd Repairing method for existing conduit, repairing material used for it and repaired conduit
JP2002310378A (en) * 2001-04-06 2002-10-23 Ashimori Ind Co Ltd Lining structure of pipeline
JP2002332680A (en) * 2001-05-08 2002-11-22 Shinichiro Hayashi Draining member and draining facility
JP2003328430A (en) * 2002-05-14 2003-11-19 Ashimori Ind Co Ltd Repairing member for existing conduit and repairing structure for the same

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