JP2009144493A - Water channel structure - Google Patents

Water channel structure Download PDF

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JP2009144493A
JP2009144493A JP2007325938A JP2007325938A JP2009144493A JP 2009144493 A JP2009144493 A JP 2009144493A JP 2007325938 A JP2007325938 A JP 2007325938A JP 2007325938 A JP2007325938 A JP 2007325938A JP 2009144493 A JP2009144493 A JP 2009144493A
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wall
water channel
panel
covering
panels
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Shinzo Matsuyama
眞三 松山
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Takiron Co Ltd
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Takiron Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a water channel structure in which panels are positioned and fixed to facilitate connection of the panels and a wall surface to be repaired in a water channel can be covered and repaired efficiently, and which eliminates a concern that water infiltrates and freeze in the grooved connecting members connecting panels to deform and damage the grooved connecting members. <P>SOLUTION: The grooved connecting members 1 each having a fixing piece 1d and both side plates 1a with openings 1c are arranged on the wall surface 101 to be repaired, where the fixing pieces 1d are fixed with fasteners 4. The panels 2 are arranged in a row so that their projecting stripes 2b are fitted in the grooved connecting members 1 and that nonslip stoppers 2c of the project 2b are engaged with engaging portions 1b of the grooved connecting members 1 to connect the panels 2 to each other. A joint sealant 3 is then interposed between the panels 2 to form a wall cover, and a backfilling material 7 is injected in between the wall cover and the wall surface 101 and is solidified to form the water channel structure. In this structure, the grooved connecting members 1 position the panels 2 to connect them easily, the wall surface cover covers and repairs the wall surface 101 efficiently, and the backfilling material 7 introduced to fill a gap in the grooved connecting members 1 prevents the ingress and freeze of water to prevent damage to the grooved connecting members 1. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、既設のコンクリート製の水路の補修、更生に適した水路構造体に関する。   The present invention relates to a water channel structure suitable for repairing and rehabilitating an existing concrete water channel.

既設のコンクリート製の水路は、水や流砂による磨耗、凍結融解、塩害、酸による腐食により、コンクリート壁が劣化、損傷するという問題がある。   Existing concrete waterways have the problem that the concrete walls are deteriorated and damaged due to water, sand flow, freezing and thawing, salt damage, and acid corrosion.

かかる問題に対処するため、コンクリート製の水路の補修対象壁面に、先端の拡幅された複数条の平行なアンカー突起が設けられた熱可塑製樹脂からなる複数枚のライニング板を、水路の補修対象壁面にアンカー突起を向けて隙間を形成しながら流下方向に連結すると共に、ジョイント部材で幅方向に接続し、補修対象壁面とライニング板との間に裏込め剤を充填、固化させた水路構造であって、流下方向で接続されるライニング板同士の接続部は、上流側のライニング板が上層に配置されるとともに下流側のライニング板が下層に配置され、かつ上層ライニング板のアンカー突起が除去された補修対象壁側の面に、下層ライニング板の仕上げ内面が接合された構成の水路構造が提案されている(特許文献1)。   In order to cope with such problems, a plurality of lining plates made of a thermoplastic resin having a plurality of parallel anchor projections with widened tips on a wall surface to be repaired on a concrete water channel are to be repaired. It is connected to the wall in the flow direction while forming a gap with the anchor projection facing the wall surface, and connected in the width direction with a joint member. It is filled with a backfill agent between the wall surface to be repaired and the lining plate and solidified. The connecting portion between the lining plates connected in the flow-down direction is such that the upstream lining plate is disposed in the upper layer and the downstream lining plate is disposed in the lower layer, and the anchor protrusion of the upper lining plate is removed. In addition, there has been proposed a water channel structure in which a finished inner surface of a lower lining plate is joined to a surface on the repair target wall side (Patent Document 1).

また、水路構造ではないが、コンクリート管本体の内壁面に沿ってコンクリート管の円周方向に分割された複数枚のプラスチック製のライニング板が充填材を介して添設されているコンクリート管において、コンクリート管本体の内壁面の側には連結固定部材が固設され、この連結固定部材のコンクリート管本体の中心側から見た壁面には、コンクリート管の管軸方向に沿って全通した奥広がり形状の連結溝が形成され、該連結溝には、ライニング板の隣接する分割縁に沿って突設された頭部を幅広とした接合片が嵌合された状態で、ライニング板が連結固定されているコンクリート管が知られている(特許文献2)。
特開2007−154451号公報 特開昭63−268832号公報
Also, although not a water channel structure, in a concrete pipe in which a plurality of plastic lining plates divided in the circumferential direction of the concrete pipe along the inner wall surface of the concrete pipe body are attached via a filler, A connecting and fixing member is fixed on the inner wall surface side of the concrete pipe body, and the wall surface of the connecting and fixing member viewed from the center side of the concrete pipe body is fully extended along the pipe axis direction of the concrete pipe. A connecting groove having a shape is formed, and the lining plate is connected and fixed to the connecting groove with a joining piece projecting along an adjacent split edge of the lining plate and having a wide head portion fitted. A concrete pipe is known (Patent Document 2).
JP 2007-154451 A JP 63-268832 A

しかしながら、上記特許文献1の水路構造では、ジョイント部材が補修対象壁面に固定されていないため、ライニング板と補修対象壁面との間に裏込め剤を充填する際には、ライニング板を支持体で水路の内側から支持して位置決めする必要があり、この位置決め作業が容易でないという問題があった。しかも、流下方向にライニング板を連結する際には、アンカー突起を一部切除する必要があるため、施工に手間がかかるという問題があった。   However, since the joint member is not fixed to the wall surface to be repaired in the water channel structure of Patent Document 1, when filling the backfilling agent between the lining plate and the wall surface to be repaired, the lining plate is used as a support. There is a problem that it is necessary to position and support from the inside of the water channel, and this positioning work is not easy. In addition, when connecting the lining plates in the flow direction, it is necessary to cut off part of the anchor projections.

一方、上記特許文献2のライニング構造を採用する場合は、連結固定部材が内壁面に固定されるのでライニング板の位置決めは容易であるが、連結固定部材の連結溝の開口幅が狭いため、ライニング板の接合片を連結溝に嵌め込んで接続する作業が容易でなく、しかも、奥広がりの連結溝に水が入って溜まりやすいため、溜まった水が凍結すると連結固定部材が破壊されるという問題があった。   On the other hand, in the case of adopting the lining structure of Patent Document 2, the positioning of the lining plate is easy because the connecting and fixing member is fixed to the inner wall surface, but the opening width of the connecting groove of the connecting and fixing member is narrow. The problem is that the work of connecting the connecting pieces of the plates into the connecting grooves is not easy, and the water is likely to enter and accumulate in the connecting grooves that are spread out, so that the connecting fixing members are destroyed when the accumulated water freezes. was there.

本発明は上記事情の下になされたもので、その解決しようとする課題は、パネル(ライニング板)が位置決め固定され、パネルの幅方向及び長さ方向の連結が容易であって、水路の補修すべき壁面を効率良く被覆、補修でき、パネルを幅方向に連結する溝形連結材に水が浸入、凍結して溝形連結材が変形、破損する心配もない、水路構造体を提供することにある。   The present invention has been made under the circumstances described above, and the problem to be solved is that the panel (lining plate) is positioned and fixed, the connection in the width direction and the length direction of the panel is easy, and the repair of the water channel To provide a water channel structure that can efficiently cover and repair a wall to be processed, and that water does not enter the groove-shaped connecting material that connects the panels in the width direction, and there is no risk of the groove-shaped connecting material being deformed or damaged by freezing. It is in.

上記課題を解決するため、本発明に係る水路構造体は、
裏面からアンカーが突設され、両側端から抜止め部を有する凸条が裏側に向かって突設された矩形状のパネルと、
両側板に開口部が形成され、両側板の上端から係合部が内側へ突設されると共に、下端から片側又は両側へ固定片が突設された溝形連結材と、
目地材と、を用いて、
コンクリート製の水路の補修すべき壁面に、上記溝形連結材を上記パネルの幅寸法よりも上記目地材の略幅寸法だけ大きいピッチ間隔で平行に複数配設して、溝形連結材の上記固定片を止具で壁面に固定し、上記パネルを複数枚並べて互いに隣接する上記凸条を各溝形連結材に嵌め込むと共に、凸条の上記抜止め部を溝形連結材の上記係合部に係合させてパネル同士を幅方向に連結しながら溝形連結材に取付け、これらのパネルの相互間に上記目地材を挟み込むことによって壁面被覆体を形成し、この壁面被覆体と壁面との間に裏込め剤を充填して固化させたことを特徴とするものである。
In order to solve the above problems, a water channel structure according to the present invention is:
A rectangular panel in which an anchor protrudes from the back surface, and a protruding line having a retaining portion from both side ends protrudes toward the back side;
An opening is formed on both side plates, and an engaging portion protrudes inward from the upper end of both side plates, and a groove-shaped connecting material in which a fixed piece protrudes from one end or both sides from the lower end,
With joint material,
A plurality of the groove-shaped connecting materials are arranged in parallel at a pitch interval larger than the width dimension of the panel by a substantially width dimension of the joint material on the wall surface of the concrete water channel to be repaired. The fixing piece is fixed to the wall surface with a stopper, and a plurality of the panels are arranged side by side, and the protrusions adjacent to each other are fitted into the groove connecting members, and the retaining portions of the protrusions are engaged with the groove connecting members. The panel is connected to the groove-shaped connecting member while being connected to each other in the width direction, and a wall covering is formed by sandwiching the joint material between these panels. It is characterized by being filled with a backfilling agent and solidified.

本発明の水路構造体は、請求項2のように、上記壁面被覆体が溝形連結材とパネルの長さ方向を水路の長さ方向に一致させて形成したものである場合と、請求項7のように、上記壁面被覆体が溝形連結材とパネルの長さ方向を水路の長さ方向と直交する方向に一致させて形成したものである場合とに大別される。   The water channel structure of the present invention, as in claim 2, wherein the wall covering is formed by aligning the length direction of the channel-shaped connecting material and the panel with the length direction of the water channel, As shown in FIG. 7, the wall covering is roughly divided into a case where the length of the groove-shaped connecting member and the panel is made to coincide with the direction perpendicular to the length direction of the water channel.

前者の場合、即ち、壁面被覆体が溝形連結材とパネルの長さ方向を水路の長さ方向に一致させて形成したものである場合は、請求項3のように、壁面被覆体を水路の補修すべき底壁上面及び両側壁内面に形成し、水路の底壁上面を被覆する壁面被覆体の両側端のパネルと、水路の両側壁内面を被覆する壁面被覆体の下端のパネルを、コーナー部材を介して連結し、これらの壁面被覆体及びコーナー部材と、水路の底壁上面及び両側壁内面との間に、裏込め剤を充填して固化させることが望ましい。   In the former case, that is, when the wall covering is formed by aligning the length direction of the channel-shaped connecting member and the panel with the length of the water channel, the wall covering is formed as a water channel as in claim 3. Forming the bottom wall upper surface and both side wall inner surfaces to be repaired, and the panel at the both ends of the wall covering covering the bottom wall upper surface of the water channel and the bottom panel of the wall covering covering the inner wall at both sides of the water channel, It is desirable to connect through a corner member and to solidify by filling a backfilling agent between the wall surface covering body and the corner member, and the bottom wall upper surface and both side wall inner surfaces of the water channel.

また、前者の場合は、請求項4のように、壁面被覆体を水路の底壁上面及び両側壁内面において水路の長さ方向に複数並べて形成し、水路の底壁上面を被覆する各壁面被覆体の両側端のパネルと、水路の両側壁内面を被覆する各壁面被覆体の下端のパネルとを、コーナー部材を介してそれぞれ接続すると共に、水路の長さ方向に並んだ各壁面被覆体の互いに突き合わされたパネルの端部同士を連結材で連結し、これらの壁面被覆体及びコーナー部材及び連結材と、水路の底壁上面及び両側壁内面との間に、裏込め剤を充填して固化させることも望ましい。   In the case of the former, as described in claim 4, each wall surface covering is formed by arranging a plurality of wall surface coverings in the length direction of the water channel on the bottom wall upper surface and both side wall inner surfaces of the water channel. The panel at the both ends of the body and the panel at the lower end of each wall covering covering the inner walls of both sides of the water channel are connected via the corner members, and the wall coverings arranged in the length direction of the water channel are connected to each other. The end portions of the panels butted against each other are connected by a connecting material, and a backfilling agent is filled between the wall surface covering body, the corner member, and the connecting material, and the bottom wall upper surface and both side wall inner surfaces of the water channel. It is also desirable to solidify.

そして、請求項5のように、コーナー部材として、その両側端から抜止め部を有する凸条を下向き及び横外向きに突設したものを使用し、コーナー部材の一側端の凸条とこれに隣接するパネルの凸条、及び、コーナー部材の他側端の凸条とこれに隣接するパネルの凸条を、溝形連結材に嵌め込むと共に、凸条の抜止め部を溝形連結材の係合部に係合させて、コーナー部材とこれに隣接するパネルを連結することが望ましく、更に、請求項6のように、連結材として、両側面に支持凸部を有し、この支持凸部に小溝を形成したものを使用して、互いに突き合わされたパネルのアンカーの端部を小溝に挿入する共に、パネルの端部を支持凸部に支持させて、パネルの端部同士を連結することが望ましい。   And, as in the fifth aspect, the corner member is formed by projecting a convex strip having a retaining portion from both side ends thereof downward and laterally outward, and a convex strip at one side end of the corner member and this The protrusions of the panel adjacent to the corner member and the protrusions of the other end of the corner member and the protrusions of the panel adjacent to the corner member are fitted into the groove-shaped connecting material, and the retaining portion of the protrusion is connected to the groove-shaped connecting material. It is desirable that the corner member and the panel adjacent to the corner member are connected to each other by engaging with the engaging portion of the first member, and the support member has support convex portions on both side surfaces as the connecting member. Using the projections with small grooves, insert the panel anchor ends into the small groove and connect the panel ends to each other by supporting the panel ends with the support projections. It is desirable to do.

一方、後者の場合、即ち、壁面被覆体が溝形連結材とパネルの長さ方向を水路の長さ方向と直交する方向に一致させて形成したものである場合は、請求項8のように、壁面被覆体を水路の底壁上面及び両側壁内面に形成し、水路の底壁上面を被覆する壁面被覆体のパネルの両端部と、水路の両側壁内面を被覆する壁面被覆体のパネルの下端部を、コーナー連結材で連結し、これらの壁面被覆体及びコーナー連結材と、水路の底壁上面及び両側壁内面との間に、裏込め剤を充填して固化させることが望ましい。   On the other hand, in the latter case, that is, when the wall surface covering is formed by aligning the length direction of the groove-shaped connecting material and the panel with the direction orthogonal to the length direction of the water channel, as in claim 8 The wall covering is formed on the upper surface of the bottom wall of the water channel and on the inner surfaces of both side walls, the both ends of the panel of the wall surface covering covering the upper surface of the bottom wall of the water channel, and the panel of the wall surface covering covering the inner surfaces of the both walls of the water channel. It is desirable that the lower end portions are connected by a corner connecting material, and a backfilling agent is filled and solidified between the wall covering body and the corner connecting material, and the bottom wall upper surface and both side wall inner surfaces of the water channel.

そして、請求項9のように、上記コーナー連結材として、垂直側面と水平上面を有し、垂直側面と水平上面に支持凸部をそれぞれ設けてこれらの支持凸部に小溝を形成したものを使用し、水路の底壁上面を被覆する壁面被覆体のパネルのアンカーの端部と、水路の側壁内面を被覆する壁面被覆体のパネルのアンカーの下端部を、コーナー連結材の垂直側面と水平上面に設けた支持凸部の小溝に挿入すると共に、底壁上面を被覆する壁面被覆体のパネルの端部と、側壁内面を被覆する壁面被覆体のパネルの下端部を、コーナー連結材の垂直側面と水平上面に設けた支持凸部に支持させて連結することが望ましい。   And, as in the ninth aspect, the corner connecting material has a vertical side surface and a horizontal upper surface, and is provided with support convex portions on the vertical side surface and horizontal upper surface, respectively, and a small groove is formed on these support convex portions. The end of the anchor of the wall covering panel covering the upper surface of the bottom wall of the water channel, and the lower end of the anchor of the wall covering panel covering the inner surface of the side wall of the water channel, the vertical side surface of the corner connecting material and the horizontal upper surface The edge of the wall covering panel covering the bottom wall upper surface and the lower end of the wall covering panel covering the side wall inner surface are inserted into the small groove of the support convex portion provided on the vertical surface of the corner connecting material. It is desirable to support and connect to a support convex portion provided on the horizontal upper surface.

本発明の水路構造体のように、溝形連結材の固定片をコンクリート製水路の補修すべき壁面に止具で固定し、互いに隣接するパネルの凸条を溝形連結材に嵌め込むと共に、凸条の抜止め部を溝形連結材の両側板上端の係合部に係合させてパネル同士を幅方向に連結しながら溝形連結材に取付け、パネル相互間に目地材を挟み込んで壁面被覆体を形成すると、壁面被覆体のパネルが壁面から溝形連結材の高さに等しい間隔をあけて位置決め固定されるため、前記特許文献1のように他の支持体でパネルを水路の内側から支持して位置決めすることなく、そのままの状態で壁面被覆体と壁面との間に裏込め剤を充填できるようになり、その分、施工性が向上する。そして、パネルと壁面との間に充填された裏込め剤は、溝形連結材の両側板の開口部から溝形連結材の内部にも侵入して充填されるため、溝形連結材の両側の裏込め剤が溝形連結材の開口部のところで連続して分断されなくなり、裏込め剤充填層の強度が向上する。また、溝形連結材が裏込め剤で充填されると、溝形連結材に水が浸入して溜まることがないため、凍結によって溝形連結材が変形、破損する心配も解消される。更に、パネル相互間に目地材を挟み込むと、パネル相互の隙間が目地材で埋められ、該隙間からの裏込め剤の漏れ出しが防止されると共に、目地材によって、パネルの凸条が溝形連結材の両側板上端の係合部に押し付けられて凸条の抜止め部が係合部に確実に係合するため、裏込め剤を充填する際に、抜止め部と係合部の係合が解除されて、パネルが溝形連結材から外れる心配もなくなる。また、パネルの凸条を溝形連結材に嵌め込むときは、溝形連結材の上端開放幅(両側板上端の係合部相互間の間隔)に目地材の略幅寸法分の余裕があるので、嵌め込み作業が容易である。   Like the water channel structure of the present invention, the fixing piece of the groove-shaped connecting material is fixed to the wall surface to be repaired of the concrete water channel with a stopper, and the protruding strips of adjacent panels are fitted into the groove-shaped connecting material, Attach the protrusions of the ridges to the engaging parts at the upper ends of both side plates of the grooved connecting material, connect the panels in the width direction, and attach them to the grooved connecting material. When the covering body is formed, the panel of the wall surface covering body is positioned and fixed at an interval equal to the height of the groove-shaped connecting member from the wall surface. Therefore, as in Patent Document 1, the panel is placed inside the water channel with another support body. Therefore, the backfilling agent can be filled between the wall covering and the wall surface without any support and positioning, and the workability is improved accordingly. And since the backfilling agent filled between the panel and the wall surface penetrates and fills the inside of the groove-shaped connecting material from the openings of both side plates of the groove-shaped connecting material, both sides of the groove-shaped connecting material The backfilling agent is not continuously divided at the opening of the groove-shaped connecting material, and the strength of the backfilling agent-filled layer is improved. Further, when the groove-shaped connecting material is filled with the backfilling agent, water does not enter and accumulate in the groove-shaped connecting material, so that the concern that the groove-shaped connecting material is deformed or broken due to freezing is also eliminated. Further, when the joint material is sandwiched between the panels, the gap between the panels is filled with the joint material, and leakage of the backfilling agent from the gap is prevented, and the projection of the panel is grooved by the joint material. When the back cover is filled with the back-filling agent, the protruding portion of the connecting strip is pressed against the engaging portion at the upper end of the both side plates of the connecting material and securely engages the engaging portion. There is no need to worry about the panel being detached from the channel connecting material. Moreover, when fitting the protrusions of the panel into the groove-shaped connecting material, there is a margin corresponding to the approximate width dimension of the joint material in the open upper end width of the groove-shaped connecting material (interval between the engaging portions at the upper ends of both side plates). Therefore, the fitting operation is easy.

そして、前記の請求項2〜6の水路構造体は、壁面被覆体の溝形連結材とパネルの長さ方向を水路の長さ方向に一致させ、水路の底壁上面を被覆する壁面被覆体の両側端のパネルと、両側壁内面を被覆する壁面被覆体の下端のパネルを、コーナー部材を介して接続し、更に、水路の底壁上面と両側壁内面において水路の長さ方向に並べた壁面被覆体の互いに突き合わされたパネルの端部同士を連結材で接続することによって、コンクリート製水路の補修すべき底壁上面及び両側壁内面を効率良く被覆、補修することができる。   The water channel structure according to claims 2 to 6 is a wall surface covering body that covers the upper surface of the bottom wall of the water channel by matching the length direction of the channel connecting member and the panel of the wall surface covering body with the length direction of the water channel. The panel at the both ends of the wall and the panel at the lower end of the wall covering that covers the inner surface of both walls are connected via a corner member, and are further arranged in the length direction of the water channel on the upper surface of the bottom wall and the inner surface of the both walls. By connecting the end portions of the panels of the wall coverings that face each other with a connecting material, the upper surface of the bottom wall and the inner surfaces of both side walls of the concrete water channel can be efficiently covered and repaired.

一方、前記の請求項7〜9の水路構造体は、壁面被覆体の溝形連結材とパネルの長さ方向を水路の長さ方向と直交する方向に一致させ、水路の底壁上面を被覆する壁面被覆体のパネルの両端部と、両側壁内面を被覆する壁面被覆体のパネルの下端部をコーナー連結材で連結することによって、コンクリート製水路の補修すべき底壁上面及び両側壁内面を効率良く被覆、補修することができる。   On the other hand, the water channel structure according to claims 7 to 9 is configured such that the lengthwise direction of the channel-shaped connecting member and the panel of the wall covering body coincides with the direction orthogonal to the length direction of the water channel, and covers the upper surface of the bottom wall of the water channel. By connecting the both ends of the wall covering panel to the lower end of the wall covering panel covering the inner surfaces of both side walls with a corner connecting material, the upper surface of the bottom wall and the inner surfaces of the both side walls of the concrete water channel to be repaired are connected. Efficient covering and repairing is possible.

以下、図面を参照して本発明の具体的な実施形態を詳述する。   Hereinafter, specific embodiments of the present invention will be described in detail with reference to the drawings.

図1は本発明の一実施形態に係る水路構造体の部分斜視図、図2は同水路構造体の横断面図、図3は図2の円で囲んだ部分の拡大図、図4の(a)は同水路構造体に使用されるパネルの側面図、図4の(b)はそのA−A線断面図、図5の(a)は同水路構造体に使用される溝形連結材の平面図、図5の(b)はその側面図、図5の(c)はそのB−B線拡大断面図、図5の(d)はそのC−C線拡大断面図、図6の(a)は同水路構造体に使用される目地材の側面図、図6の(b)はそのD−D線断面図、図7の(a)は同水路構造体に使用されるコーナー部材の側面図、図7の(b)はそのE−E線断面図、図8は同水路構造体に使用される連結材の斜視図、図9の(a)は同連結材を用いて互いに突き合わされたパネルの端部を連結した部分の平面図、図9の(b)はそのF−F線断面図、図9の(c)はそのG−G線断面図である。   1 is a partial perspective view of a water channel structure according to an embodiment of the present invention, FIG. 2 is a cross-sectional view of the water channel structure, FIG. 3 is an enlarged view of a portion surrounded by a circle in FIG. a) is a side view of a panel used in the water channel structure, FIG. 4B is a cross-sectional view taken along the line AA, and FIG. 5A is a grooved connecting material used in the water channel structure. 5B is a side view thereof, FIG. 5C is an enlarged sectional view taken along the line BB, FIG. 5D is an enlarged sectional view taken along the line CC, FIG. (A) is a side view of a joint material used in the water channel structure, FIG. 6 (b) is a sectional view taken along the line DD, and FIG. 7 (a) is a corner member used in the water channel structure. 7B is a cross-sectional view taken along line EE, FIG. 8 is a perspective view of a connecting material used in the water channel structure, and FIG. 9A is a cross-sectional view using the connecting material. Connect the ends of the panels Plan view of a part, (b) its sectional view taken along line F-F in FIG. 9, (c) in FIG. 9 is a line G-G cross-sectional view.

図1,図2に示す水路構造体は、壁面被覆体を構成する溝形連結材1とパネル2の長さ方向を、凹形断面形状を有する既設のコンクリート製の水路100の長さ方向に一致させ、壁面被覆体で水路100の補修すべき底壁上面101及び左右の側壁内面102,102を被覆、補修したものである。   The channel structure shown in FIGS. 1 and 2 has the length direction of the groove-shaped connecting material 1 and the panel 2 constituting the wall covering in the length direction of the existing concrete channel 100 having a concave cross-sectional shape. The bottom wall upper surface 101 and the left and right side wall inner surfaces 102, 102 of the water channel 100 to be repaired are covered and repaired with the wall covering.

壁面被覆体の構成部品である溝形連結材1は、図5に示すように、U形の断面形状を有する長尺の連結材であって、その両側板1a,1aの上端から係合部1b,1bが内側斜め下向きに突設されている。この係合部1bは、後述するパネル1の凸条2bに形成された抜止め部2cと係合して、パネル1が溝形連結材1から外れないように固定するものである。   As shown in FIG. 5, the groove-shaped connecting member 1 that is a component of the wall covering is a long connecting member having a U-shaped cross-sectional shape, and is an engaging portion from the upper ends of both side plates 1 a and 1 a. 1b and 1b are projected inward and obliquely downward. The engaging portion 1b engages with a retaining portion 2c formed on a protruding strip 2b of the panel 1 to be described later, and fixes the panel 1 so as not to be detached from the groove-shaped connecting material 1.

溝形連結材1の両側板1a,1aには、方形の開口部1c,1cが一定の間隔で連結材全長に亘って形成されており、この開口部1c,1cを形成するために両側板を切出した部分が、固定片1d,1dとして両側板1a,1aの下端から両外側へ展開されて突き出している。そして、この固定片1d,1dに、後述するアンカーボルトなどの止具4を挿通する止具挿通孔1e,1eが形成されている。   The side plates 1a and 1a of the groove-shaped connecting member 1 are formed with rectangular openings 1c and 1c over the entire length of the connecting member at regular intervals, and both side plates are used to form the openings 1c and 1c. The parts cut out from the lower end of both side plates 1a, 1a are projected and protruded as both fixed pieces 1d, 1d. The fixing pieces 1d and 1d are formed with stopper insertion holes 1e and 1e through which a stopper 4 such as an anchor bolt described later is inserted.

開口部1cは後述する裏込め剤7を溝形連結材1の内部へ導入、充填する役目を果たすものであるから、裏込め剤7を隙間なく溝形連結材1に充填できるように10〜20cm程度の間隔で連結材全長に形成することが好ましい。また、両側板1aの下端から別部材の固定片を突設してもよいが、上記のように開口部1cを形成するために切出した部分を展開して固定片1dとして利用すると、別部材の固定片を突設することが不要となるので、経済的に有利である。   The opening 1c serves to introduce and fill the backfilling agent 7 to be described later into the groove-shaped connecting material 1, so that the backfilling agent 7 can be filled into the groove-shaped connecting material 1 without a gap. It is preferable to form the entire length of the connecting material at intervals of about 20 cm. Moreover, you may project the fixing piece of another member from the lower end of the both-sides board 1a, but if the part cut out in order to form the opening part 1c as mentioned above is expand | deployed and utilized as the fixing piece 1d, another member will be provided. This is economically advantageous because it is not necessary to project the fixed piece.

上記の溝形連結材1は、厚さ1mm程度のメッキ鋼板を加工して作製すると、錆びにくく十分な強度を有するものが得られるので極めて好ましいが、材質は特に制限されるものではなく、アルミニウムその他の金属やFRPなどで作製しても勿論よい。また、上記の溝形連結材1は、固定片1dを両側板1a,1aの下端から両側に設けているが、片側のみに設けるようにしてもよい。   The groove-shaped connecting material 1 is very preferable because it is obtained by processing a plated steel sheet having a thickness of about 1 mm because it can be easily rusted and has sufficient strength. However, the material is not particularly limited, and aluminum Of course, other metal or FRP may be used. Moreover, although the said groove-shaped connection material 1 has provided the fixed piece 1d in the both sides from the lower end of the both-sides plates 1a and 1a, you may make it provide only in one side.

壁面被覆体のもう一つの構成部品であるパネル2は、ポリ塩化ビニルなどの熱可塑性樹脂で成形された矩形状の長尺成形品であって、図4に示すように、その表面(上面)にはAAS等の高耐候性樹脂からなる耐候性表面層2aが積層されており、これによってパネル2の耐候性が高められている。そして、このパネル2の両側端から凸条2b,2bが裏側に向かって突設されており、これらの凸条の内面側には、前記溝形連結材1の係合部1b,1bに係合される抜止め部2c,2cが形成されている。また、このパネル2の上面の両側端には、後述する目地材3の頭部3aを嵌め受ける凹段部2d,2dが形成されており、更に、パネル2の裏面には、下端部2fが両側に突き出した逆T形断面を有するアンカー2eが、パネル全長に亘って互いに平行に複数(図例では2つ)突設されている。   The panel 2, which is another component of the wall covering, is a rectangular long molded product molded from a thermoplastic resin such as polyvinyl chloride, and its surface (upper surface) as shown in FIG. Is laminated with a weather-resistant surface layer 2a made of a highly weather-resistant resin such as AAS, whereby the weather resistance of the panel 2 is enhanced. And the protruding ridges 2b and 2b are projected from the both ends of this panel 2 toward the back side, and it engages with the engaging parts 1b and 1b of the said channel-shaped connection material 1 on the inner surface side of these protruding ridges. The retaining portions 2c and 2c to be joined are formed. Further, on both side ends of the upper surface of the panel 2, recessed step portions 2d and 2d for receiving a head portion 3a of a joint material 3 to be described later are formed. Further, on the back surface of the panel 2, a lower end portion 2f is formed. A plurality (two in the illustrated example) of the anchors 2e having inverted T-shaped cross-sections protruding on both sides are provided in parallel with each other over the entire length of the panel.

壁面被覆体の更にもう一つの構成部品である目地材3は、パネル相互間に挟み込まれるものであって、図6に示すように、幅寸法wを有し、目地材上端には上記パネル2の凹段部2dに嵌まり込む帯板状の頭部3aが形成されており、また、目地材下端には上記パネル2の凸条2bの下端に係合させる膨出部3bが形成されている。そして、シール性を高めるために、目地材3の両側面にはシール材層3c,3cが形成されており、このシール材層3c,3cには変形自在なヒレ部3dも複数形成されている。   The joint material 3 which is still another component of the wall covering is sandwiched between the panels, and has a width dimension w as shown in FIG. A strip-shaped head portion 3a that fits into the concave step portion 2d is formed, and a bulging portion 3b that engages with the lower end of the ridge 2b of the panel 2 is formed at the lower end of the joint material. Yes. And in order to improve sealing performance, the sealing material layers 3c and 3c are formed on both side surfaces of the joint material 3, and a plurality of deformable fin portions 3d are also formed on the sealing material layers 3c and 3c. .

目地材3やシール材層3cの材質は特に限定されないが、目地材3は耐候性に優れた前記AAS等の樹脂(ゴム類を含む)で作製することが好ましく、また、シール材層3cは軟質塩化ビニル樹脂等の軟質樹脂(ゴム類を含む)で作製することが好ましい。   The material of the joint material 3 and the sealing material layer 3c is not particularly limited, but the joint material 3 is preferably made of a resin (including rubber) such as AAS having excellent weather resistance, and the sealing material layer 3c It is preferable to produce with soft resin (including rubbers) such as soft vinyl chloride resin.

既設水路100の補修すべき底壁上面101を被覆する壁面被覆体は、上記の溝形連結材1、パネル2、目地材3を用いて、以下の要領で形成されている。即ち、底壁上面101に、溝形連結材1の長さ方向と水路100の長さ方向を一致させて、複数の溝形連結材1をパネル2の幅寸法よりも目地材3の略幅寸法wだけ大きいピッチ間隔で互いに平行に配設し、図3に示すように、溝形連結材1の固定片1dの止具挿通孔1eから打ち込んだアンカーボルト等の止具4で固定片1dを底壁上面101に固定して、溝形連結材1を底壁上面101に取付ける。次に、パネル2の長さ方向と水路100の長さ方向を一致させて複数枚のパネル2を並べ、図3に示すように、互いに隣接するパネル2,2の凸条2b,2bを溝形連結材1に嵌め込んで、凸条2b,2bの抜止め部2c,2cを溝形連結材1の両側板上端の係合部1b,1bに下方から係合させ、隣接するパネル2,2同士を幅方向に連結して溝形連結材1から外れないように取付ける。そして、これらのパネル相互間に目地材3を挟み込み、隙間を埋めてシール性を高めると共に、隣接するパネル2,2の凹段部2d,2dに目地材の頭部3aを嵌め込んで、パネル連結部を平坦面とし、目地材3が抜けないように、目地材下端の膨出部3bを隣接するパネル2,2の凸条2b,2bの下端に係合させることによって、補修すべき底壁上面101を被覆する壁面被覆体が形成されている。   A wall covering covering the bottom wall upper surface 101 of the existing water channel 100 to be repaired is formed using the above-described groove-shaped connecting member 1, panel 2, and joint material 3 in the following manner. That is, the length direction of the groove-shaped connecting material 1 and the length direction of the water channel 100 are made to coincide with the bottom wall upper surface 101 so that the plurality of groove-shaped connecting materials 1 are substantially wider than the width dimension of the panel 2. As shown in FIG. 3, the fixing piece 1d is fixed by a stopper 4 such as an anchor bolt which is driven from the stopper insertion hole 1e of the fixing piece 1d of the groove-shaped connecting member 1 as shown in FIG. Is fixed to the bottom wall upper surface 101, and the channel-shaped connecting member 1 is attached to the bottom wall upper surface 101. Next, the length direction of the panel 2 and the length direction of the water channel 100 are made to coincide with each other, and a plurality of panels 2 are arranged, and as shown in FIG. 3, the protruding strips 2b and 2b of the adjacent panels 2 and 2 are grooved. By fitting into the shape connecting material 1, the retaining portions 2 c, 2 c of the ridges 2 b, 2 b are engaged with the engaging portions 1 b, 1 b at the upper ends of both side plates of the groove shape connecting material 1 from below, and adjacent panels 2 The two are connected in the width direction so as not to be detached from the groove-shaped connecting material 1. Then, the joint material 3 is sandwiched between these panels, and the sealing performance is improved by filling the gap, and the head portion 3a of the joint material is fitted into the recessed steps 2d and 2d of the adjacent panels 2 and 2, The bottom to be repaired by engaging the bulging portion 3b at the lower end of the joint material with the lower ends of the ridges 2b and 2b of the adjacent panels 2 and 2 so that the joint portion is a flat surface and the joint material 3 does not come off. A wall covering covering the wall upper surface 101 is formed.

水路100の補修すべき両側壁内面102,102を被覆する壁面被覆体も、上記の壁面被覆体と全く同様に形成されている。そして、水路の底壁上面101を被覆する上記壁面被覆体の両側端のパネル2,2と、両側壁内面102,102を被覆する壁面被覆体の下端のパネル2,2は、図1,図2に示すように、コーナー部材5,5を介して連結されている。   The wall covering covering both side wall inner surfaces 102, 102 of the water channel 100 to be repaired is formed in exactly the same manner as the wall covering described above. The panels 2 and 2 at both ends of the wall covering covering the bottom wall upper surface 101 of the water channel and the panels 2 and 2 at the lower end of the wall covering covering both the inner walls 102 and 102 are shown in FIGS. As shown in FIG. 2, they are connected via corner members 5 and 5.

このコーナー部材5は、図7に示すように、前記パネル2を幅方向中央部で直角に折り曲げた形状をしている。即ち、このコーナー部材5は、耐候性表面層5aを形成したL形断面形状の屈曲樹脂板からなるものであって、コーナー部材の一側端(図例では右側端)には凸条5bが下向きに突設されており、他側端(図例では上側端)には凸条5bが横外向きに突設されている。そして、これらの凸条5b,5bには、抜止め部5c,5cが形成されている。また、このコーナー部材5の両側端の表面には、目地材3の頭部3aを嵌め受ける凹段部5d,5dが形成されており、更に、コーナー部材5の裏面には、先端部が両側に突き出した逆T形断面を有する2つのアンカー5e,5eが、それぞれ下向きと横外向きに突設されている。   As shown in FIG. 7, the corner member 5 has a shape in which the panel 2 is bent at a right angle at the center in the width direction. In other words, the corner member 5 is made of a bent resin plate having an L-shaped cross-section with a weather-resistant surface layer 5a, and a protrusion 5b is formed at one side end (right end in the example) of the corner member. The protrusion 5b is protruded downward, and the protrusion 5b is protruded laterally outward at the other end (upper end in the illustrated example). And these protrusions 5b and 5b are formed with retaining portions 5c and 5c. Further, concave step portions 5d and 5d for receiving the head portions 3a of the joint material 3 are formed on the surfaces of both side ends of the corner member 5, and the tip portions are formed on both sides on the back surface of the corner member 5. Two anchors 5e and 5e having inverted T-shaped cross-sections projecting downward are projected downward and laterally outward, respectively.

このコーナー部材5は、以下の要領で、底壁上面101を被覆する壁面被覆体の側端のパネル2、及び、側壁内面102を被覆する壁面被覆体の下端のパネル2と連結されている。即ち、図7の(b)に示すように、コーナー部材5の一側端の凸条5b(図例では右側端の凸条)とこれに隣接するパネル2の凸条2b(底壁上面101を被覆する壁面被覆体の側端のパネル2の凸条2b)を一方の溝形連結材1に嵌め込むと共に、コーナー部材5の他側端の凸条5b(図例では上側端の凸条)とこれに隣接するパネル2の凸条2b(側壁内面102を被覆する壁面被覆体の下端のパネル2の凸条2b)を他方の溝形連結材1に嵌め込んで、それぞれの凸条の抜止め部5c,2cを溝形連結材1の係合部1b,1bに係合させ、更に目地材3をパネル2の凸条2bとコーナー部材5の凸条5bとの間に挟み込むことによって、コーナー部材5と双方のパネル2,2が溝形連結材1から外れないように互いに連結されている。   The corner member 5 is connected to the panel 2 at the side end of the wall covering covering the bottom wall upper surface 101 and the panel 2 at the lower end of the wall covering covering the inner wall 102 in the following manner. That is, as shown in FIG. 7 (b), the protruding strip 5b (the protruding strip on the right end in the example) on one side end of the corner member 5 and the protruding strip 2b (bottom wall upper surface 101) of the panel 2 adjacent thereto. The projection 2b of the panel 2 at the side end of the wall covering that covers the wall is fitted into one channel-shaped connecting member 1, and the projection 5b at the other end of the corner member 5 (in the example shown, the projection at the upper end). ) And the ridge 2b of the panel 2 adjacent thereto (the ridge 2b of the panel 2 at the lower end of the wall covering covering the side wall inner surface 102) is fitted into the other channel-shaped connecting material 1, By engaging the retaining portions 5c, 2c with the engaging portions 1b, 1b of the groove-shaped connecting member 1, and further sandwiching the joint material 3 between the protruding strips 2b of the panel 2 and the protruding strips 5b of the corner member 5. The corner member 5 and both the panels 2 and 2 are connected to each other so as not to be detached from the groove-shaped connecting material 1.

この水路100の底壁上面101及び両側壁内面102,102には、壁面被覆体が水路100の長さ方向に複数並べて形成されており、水路100の長さ方向に並んだ各壁面被覆体の互いに突き合わされたパネル2,2の端部同士が連結材6で連結されている。   A plurality of wall surface coverings are formed side by side in the length direction of the water channel 100 on the bottom wall upper surface 101 and both side wall inner surfaces 102, 102 of the water channel 100, and the wall surface coverings arranged in the length direction of the water channel 100 are arranged. The ends of the panels 2 and 2 that are abutted to each other are connected by a connecting material 6.

この連結材6は、図9に示すように、パネル2の幅寸法に等しい長さを有するものであって、図8,図9に示すように、その両側面には支持凸部6a,6aが設けられており、該支持凸部6a,6aには、パネル2のアンカー2eの端部を挿入する縦方向の小溝6bが、アンカー2eの相互間隔に等しい相互間隔をあけて、アンカー2eと同数(図例では2つ)形成されている。この小溝6bの上下方向の寸法は、アンカー2eの両側に突出する下端部2fを除いたアンカー2eの高さ寸法とほぼ同一とされ、アンカー2eの端部を小溝6bに挿入すると、アンカー2eの下端部2fが小溝6bの両側の支持凸部6aの下面と係合するようになっている。また、支持凸部6aの両端には、パネルを連結する際にパネル両側端の凸条2b,2bが当たらないように逃げるための切欠部6c,6cが形成されている。   The connecting member 6 has a length equal to the width dimension of the panel 2 as shown in FIG. 9, and as shown in FIGS. 8 and 9, support convex portions 6a and 6a are provided on both side surfaces thereof. In the supporting convex portions 6a and 6a, longitudinal small grooves 6b for inserting the ends of the anchors 2e of the panel 2 are spaced apart from the anchors 2e with a mutual interval equal to the mutual interval of the anchors 2e. The same number (two in the illustrated example) is formed. The vertical dimension of the small groove 6b is substantially the same as the height dimension of the anchor 2e except for the lower end 2f protruding on both sides of the anchor 2e. When the end of the anchor 2e is inserted into the small groove 6b, the anchor 2e The lower end 2f is adapted to engage with the lower surfaces of the support convex portions 6a on both sides of the small groove 6b. Further, notches 6c and 6c are formed at both ends of the support convex portion 6a so as to escape so that the convex strips 2b and 2b on both sides of the panel do not hit when the panels are connected.

水路の長さ方向に互いに突き合わされたパネル2,2の端部同士の連結は、上記連結材6の小溝6b,6bにパネル2,2のアンカー2e,2eの端部を両側から挿入すると共に、パネル2,2の端部を連結材6の両側面に設けられた支持凸部6a,6aに重ねて、連結材6の上面と双方のパネル2,2の上面が面一になるように支持させることによって行われている。このように連結すると、図9の(b)(c)に示すように、アンカー2eの下端部2fが小溝6bの両側の支持凸部6aの下面に係合して、支持凸部6aがパネル2の端部とアンカー2eの下端部2fとで上下から挟持された状態となるため、連結材6がパネル2,2の端部から脱落する心配はない。また、連結材6の上面とパネル2,2の上面が面一になるので、固形物が引っ掛かったり、水の流れが妨げられたりする心配もない。   The ends of the panels 2 and 2 butted together in the length direction of the water channel are inserted into the small grooves 6b and 6b of the connecting member 6 by inserting the ends of the anchors 2e and 2e of the panels 2 and 2 from both sides. The end portions of the panels 2 and 2 are overlapped with the support convex portions 6a and 6a provided on both side surfaces of the connecting material 6 so that the upper surface of the connecting material 6 and the upper surfaces of both the panels 2 and 2 are flush with each other. It is done by supporting. When connected in this manner, as shown in FIGS. 9B and 9C, the lower end 2f of the anchor 2e is engaged with the lower surfaces of the support protrusions 6a on both sides of the small groove 6b, and the support protrusions 6a are in the panel. 2 and the lower end 2f of the anchor 2e are sandwiched from above and below, so there is no concern that the connecting member 6 will drop off from the ends of the panels 2 and 2. In addition, since the upper surface of the connecting member 6 and the upper surfaces of the panels 2 and 2 are flush with each other, there is no fear that a solid matter is caught or the flow of water is hindered.

尚、互いに突き合わされたコーナー部材5の端部同士の連結は、上記の連結材6を長さ方向中間部で直角に屈曲させた形状の連結材を用いて行えばよい。   In addition, what is necessary is just to perform the connection of the edge parts of the corner member 5 which face | matched mutually using the connection material of the shape which bent the said connection material 6 at right angle in the longitudinal direction intermediate part.

図1,図2に示す水路構造体は、上記のように壁面被覆体を水路100の底壁上面101及び両側壁内面102,102において水路100の長さ方向に複数並べて形成し、水路の底壁上面101を被覆する各壁面被覆体の両側端のパネル2,2と、水路の両側壁内面102,102を被覆する各壁面被覆体の下端のパネル2,2とを、上記のコーナー部材5,5を介してそれぞれ接続すると共に、水路の長さ方向に並んだ各壁面被覆体の互いに突き合わされたパネル2,2の端部同士を上記の連結材6で連結し、これらの壁面被覆体及びコーナー部材5及び連結材6と、水路の底壁上面101及び両側壁内面102,102との間に、裏込め剤7を充填して固化させたものである。裏込め材7としては、コンクリート、セメントミルク、グラウト剤、モルタル、レジンモルタルなどが使用される。   1 and 2, a plurality of wall coverings are formed side by side in the length direction of the water channel 100 on the bottom wall upper surface 101 and both side wall inner surfaces 102 and 102 of the water channel 100 as described above. The above-mentioned corner members 5 are formed by combining the panels 2 and 2 at both ends of each wall covering covering the wall upper surface 101 and the panels 2 and 2 at the lower ends of each wall covering covering both inner walls 102 and 102 of the water channel. , 5 are connected to each other, and the end portions of the panels 2 and 2 that face each other in the wall coverings arranged in the length direction of the water channel are connected to each other by the connecting member 6 described above, and these wall coverings are connected to each other. Further, the back-filling agent 7 is filled and solidified between the corner member 5 and the connecting member 6 and the bottom wall upper surface 101 and both side wall inner surfaces 102 and 102 of the water channel. As the backfilling material 7, concrete, cement milk, grout agent, mortar, resin mortar, or the like is used.

この水路構造体のように、溝形連結材1の固定片1dを、コンクリート製の既設水路100の補修すべき底壁上面101及び両側壁内面102、102に止具4で固定し、互いに隣接するパネル2,2の凸条2b,2bを溝形連結材1に嵌め込むと共に、凸条2b,2bの抜止め部2c,2cを溝形連結材1の両側板上端の係合部1b,1bに係合させて、パネル2,2同士を幅方向に連結しながら溝形連結材1に取付け、パネル2,2相互間に目地材3を挟み込んで壁面被覆体を形成し、コーナー部材5や連結材6で壁面被覆体の連結を行うと、壁面被覆体のパネル2やコーナー部材5が、底壁上面101及び両側壁内面102、102から溝形連結材1の高さに等しい間隔をあけて位置決め固定されるため、他の支持手段でパネル2を水路の内側から支持して位置決めすることなく、そのままの状態で壁面被覆体、コーナー部材5及び連結材6と、底壁上面101及び両側壁内面102、102との間に裏込め剤7を充填できるようになり、その分、施工性が向上する。   Like this water channel structure, the fixing piece 1d of the groove-shaped connecting member 1 is fixed to the bottom wall upper surface 101 and both side wall inner surfaces 102, 102 of the existing water channel 100 made of concrete with the stoppers 4 and adjacent to each other. The projections 2b and 2b of the panels 2 and 2 to be fitted are fitted into the groove-shaped connecting material 1, and the retaining portions 2c and 2c of the protrusions 2b and 2b are engaged with the engaging portions 1b at the upper ends of both side plates of the groove-shaped connecting material 1, The panel 2 is connected to the groove-shaped connecting member 1 while being connected to each other in the width direction, and the joint material 3 is sandwiched between the panels 2 and 2 to form a wall covering, and the corner member 5 is engaged. When the wall covering body is connected with the connecting member 6, the panel 2 and the corner member 5 of the wall covering member are spaced from the bottom wall upper surface 101 and the both side wall inner surfaces 102, 102 at a distance equal to the height of the groove-shaped connecting member 1. Since the panel is positioned and fixed, the panel 2 is watered by other support means. The back-filling agent 7 can be filled between the wall surface covering body, the corner member 5 and the connecting member 6, and the bottom wall upper surface 101 and the both side wall inner surfaces 102 and 102 without being supported and positioned from the inside. As a result, the workability is improved accordingly.

このように裏込め剤7を充填すると、パネル2裏面のアンカー2eが裏込め剤7に埋まるため、パネル2は裏込め剤7充填層の内面に剥離不能に貼着されることになる。そして、この裏込め剤7は、溝形連結材1の両側板の開口部1c,1cから溝形連結材1の内部にも侵入して充填されるため、溝形連結材1の両側の裏込め剤7が溝形連結材1の開口部1cのところで連続して分断されなくなり、裏込め剤7充填層の強度が向上する。また、溝形連結材1が裏込め剤7で充填されると、溝形連結材1に水が浸入して溜まることがないため、凍結によって溝形連結材1が変形、破損する心配も解消される。   When the backfilling agent 7 is filled in this way, the anchor 2e on the back surface of the panel 2 is buried in the backfilling agent 7, so that the panel 2 is stuck to the inner surface of the backfilling agent 7 filling layer so as not to be peeled off. And since this backfilling agent 7 penetrates into the inside of the groove-shaped connecting material 1 from the openings 1 c, 1 c of the both side plates of the groove-shaped connecting material 1 and is filled, The filling agent 7 is not continuously divided at the opening 1c of the channel-shaped connecting material 1, and the strength of the backfilling agent 7 filling layer is improved. In addition, when the groove-shaped connecting material 1 is filled with the backfilling agent 7, since the water does not enter and accumulate in the groove-shaped connecting material 1, the concern that the groove-shaped connecting material 1 is deformed or damaged by freezing is also eliminated. Is done.

更に、パネル2,2相互間に目地材3を挟み込むと、パネル相互の隙間が目地材3で埋められてシール性が高められ、該隙間からの裏込め剤7の漏れ出しを防止できると共に、目地材3によって、パネル2の凸条2bが溝形連結材1の両側板上端の係合部1bに押し付けられて凸条2bの抜止め部2cが係合部1bに確実に係合するため、裏込め剤7を充填する際に、抜止め部2cと係合部1bの係合が解除されて、パネル2が溝形連結材1から外れる心配もなくなる。また、パネル2の凸条2bを溝形連結材1に嵌め込むときは、溝形連結材1の上端開放幅(両側板上端の係合部1b,1b相互間の間隔)に目地材3の略幅寸法分の余裕があるので、嵌め込み作業が容易である。   Furthermore, when the joint material 3 is sandwiched between the panels 2 and 2, the gap between the panels is filled with the joint material 3 to improve the sealing performance, and the backfilling agent 7 can be prevented from leaking from the gap. By the joint material 3, the protrusion 2 b of the panel 2 is pressed against the engaging portion 1 b at the upper end of both side plates of the groove-shaped connecting member 1, so that the retaining portion 2 c of the protrusion 2 b is reliably engaged with the engaging portion 1 b. When filling the backfilling agent 7, the engagement between the retaining portion 2c and the engaging portion 1b is released, and there is no fear that the panel 2 is detached from the groove-shaped connecting material 1. Further, when the protrusion 2b of the panel 2 is fitted into the groove-shaped connecting material 1, the joint material 3 has a width equal to the opening width of the upper end of the groove-shaped connecting material 1 (interval between the engaging portions 1b, 1b at the upper ends of both side plates). Since there is a margin for the approximate width dimension, the fitting operation is easy.

加えて、壁面被覆体を形成する作業は比較的簡単であり、また、コーナー部材5や連結材6で壁面被覆体のパネル2を連結する作業は更に簡単であるから、水路の補修すべき壁面を効率良く被覆、補修することができる。   In addition, the operation of forming the wall covering is relatively simple, and the operation of connecting the panel 2 of the wall covering with the corner member 5 and the connecting member 6 is further simple. Can be efficiently coated and repaired.

水路100の底壁上面101を被覆する壁面被覆体の側端のパネル2と、側壁内面102を被覆する壁面被覆体の下端のパネル2を接続するコーナー部材は、前述したコーナー部材5に限定されるものではなく、種々の形状のものを使用することができる。図10はそのようなコーナー部材の他の例を示す断面図であって、このコーナー部材50は、一側端の横板部50bと他側端(上側端)の縦板部50cを除いた部分が45度傾斜する傾斜板部50aに形成されており、傾斜板部50aの裏面中央から直角にアンカー50dが突設されている。その他の構成は前述したコーナー部材5と同様であるので、図10において同一部分に同一符号を付すにとどめ、重複説明を省略する。   The corner member that connects the panel 2 at the side of the wall covering covering the bottom wall upper surface 101 of the water channel 100 and the panel 2 at the lower end of the wall covering covering the inner wall 102 is limited to the corner member 5 described above. The thing of various shapes can be used instead of a thing. FIG. 10 is a cross-sectional view showing another example of such a corner member. The corner member 50 excludes a horizontal plate portion 50b at one end and a vertical plate portion 50c at the other end (upper end). The portion is formed on an inclined plate portion 50a inclined at 45 degrees, and an anchor 50d is projected from the center of the back surface of the inclined plate portion 50a at a right angle. Since other configurations are the same as those of the corner member 5 described above, the same reference numerals are given to the same portions in FIG.

このようなコーナー部材50も、前述したコーナー部材5と同様に、一側端の凸条5b(図例では右側端の凸条)とこれに隣接するパネル2の凸条2bを一方の溝形連結材1に嵌め込むと共に、他側端の凸条5b(図例では上側端の凸条)とこれに隣接するパネル2の凸条2bを他方の溝形連結材1に嵌め込んで、それぞれの凸条の抜止め部5c,2cを溝形連結材1の係合部1b,1bに係合させ、更に目地材3をパネル2の凸条2bとコーナー部材50の凸条5bとの間に挟み込むことによって、溝形連結材1から外れないようにパネル2,2と連結される。   Similarly to the corner member 5 described above, such a corner member 50 is also provided with one ridge 5b (one on the right side in the figure) and the ridge 2b of the panel 2 adjacent thereto in one groove shape. While fitting into the connecting material 1, the protruding strip 5 b at the other side end (the protruding strip at the upper end in the example) and the protruding strip 2 b of the panel 2 adjacent thereto are fitted into the other groove-shaped connecting member 1, The protrusions 5c, 2c of the ridges are engaged with the engagement parts 1b, 1b of the channel-shaped connecting member 1, and the joint material 3 is further interposed between the ridges 2b of the panel 2 and the ridges 5b of the corner member 50. By being sandwiched between the panels, the panels 2 and 2 are connected so as not to be detached from the groove-shaped connecting material 1.

尚、上記のコーナー部材50や前記のコーナー部材5に代えて、パネル2をコーナー部材として45度に傾斜させて兼用してもよい。このようにパネル2をコーナー部材として兼用しても、溝形連結材1の上端開放幅には余裕があるので、両側端の凸条2b,2bを溝形連結材1に斜め方向に嵌め込んで、隣接するパネルと連結することが可能である。   Instead of the corner member 50 and the corner member 5 described above, the panel 2 may be used as a corner member inclined at 45 degrees. Even if the panel 2 is also used as a corner member in this way, there is a margin in the open upper end width of the groove-shaped connecting member 1, so that the protruding strips 2 b and 2 b at both ends are fitted into the groove-shaped connecting member 1 in an oblique direction. It is possible to connect with adjacent panels.

図11は本発明の他の実施形態に係る水路構造体の部分斜視図、図12の(a)は同水路構造体に使用されるコーナー連結材とこれに連結される縦方向のパネルを外側斜め上方から見た斜視図、図12の(b)は同コーナー連結材とこれに連結される横方向のパネルを内側斜め上方から見た斜視図、図13の(a)はコーナー連結材の他の例を示す斜視図、図13の(b)はその正面図である。   FIG. 11 is a partial perspective view of a water channel structure according to another embodiment of the present invention, and FIG. 12A shows a corner connecting material used in the water channel structure and a vertical panel connected thereto. FIG. 12B is a perspective view of the corner connecting member and the lateral panel connected to the corner connecting member as viewed from the upper oblique side. FIG. 13A is a perspective view of the corner connecting member. The perspective view which shows another example, (b) of FIG. 13 is the front view.

図11に示す水路構造体は、壁面被覆体を構成する溝形連結材1とパネル2の長さ方向を、既設のコンクリート製の水路100の長さ方向と直交する方向に一致させ、壁面被覆体で水路100の補修すべき底壁上面101及び左右の側壁内面102,102を被覆、補修したものである。   The water channel structure shown in FIG. 11 has a wall surface covering in which the length direction of the channel-shaped connecting member 1 and the panel 2 constituting the wall surface covering body coincides with the direction perpendicular to the length direction of the existing concrete water channel 100. The body 100 covers and repairs the bottom wall upper surface 101 and the left and right side wall inner surfaces 102, 102 of the water channel 100 to be repaired.

即ち、この通路構造体は、前述した溝形連結材1とパネル2と目地材3を用いて、底壁上面101及び両側壁内面102,102に、溝形連結材1をその長さ方向と水路100の長さ方向を一致させながら前記と同様のピッチ間隔で平行に配設、固定し、パネル2をその長さ方向と水路100の長さ方向を一致させて複数枚並べながら、前記と同様に連結して各溝形連結材1に外れないように取付け、パネル相互間に目地材3を挟み込んで壁面被覆体を形成すると共に、水路の底壁上面101を被覆する壁面被覆体のパネル2の両端部と、水路の両側壁内面102,102を被覆する壁面被覆体のパネル2の下端部を、コーナー連結材8で連結し、これらの壁面被覆体及びコーナー連結材8と、水路の底壁上面101及び両側壁内面102,102との間に、裏込め剤7を充填して固化させたものである。   That is, this passage structure uses the groove-shaped connecting material 1, the panel 2, and the joint material 3 as described above, and the channel-shaped connecting material 1 is attached to the bottom wall upper surface 101 and both side wall inner surfaces 102, 102 in the longitudinal direction. While arranging and fixing in parallel with the same pitch interval as described above while matching the length direction of the water channel 100, and arranging a plurality of panels 2 so that the length direction of the water channel 100 and the length direction of the water channel 100 are aligned, A panel of wall coverings that are connected in the same manner so as not to be detached from the respective groove-shaped connecting members 1 and sandwich the joint material 3 between the panels to form a wall covering and cover the bottom wall upper surface 101 of the water channel. 2 and the lower end portion of the panel 2 of the wall covering covering both side wall inner surfaces 102, 102 of the water channel are connected by a corner connecting member 8, and the wall covering and corner connecting member 8 are connected to the water channel. Bottom wall upper surface 101 and both side wall inner surfaces 102, Between 02, in which solidified upon filling the backfill material 7.

上記コーナー連結材8は、図12に示すように、パネル2の幅寸法に等しい長さを有するものであって、内側斜面8aの両側に垂直側面8bと水平上面8cを有し、これらの垂直側面8bと水平上面8cに支持凸部8d,8dがそれぞれ設けられている。そして、これらの支持凸部8d,8dには、パネル2のアンカー2eの端部を挿入する小溝8e,8eが、アンカー2eの相互間隔に等しい相互間隔をあけて、アンカー2eと同数(図例では2つ)形成されている。垂直側面8bから突き出す支持凸部8dに形成された小溝8eの上下寸法、及び、水平上面8cから突き出す支持凸部8dに形成された小溝8eの左右寸法は、いずれもアンカー2eの両側に突出する下端部2fを除いたアンカー2eの高さ寸法とほぼ同一とされており、アンカー2eの端部を小溝8eに挿入すると、アンカー2eの下端部2fが小溝8eの両側の支持凸部8dと係合するようになっている。また、支持凸部8dの両端には、パネルを連結する際にパネル両側端の凸条2b,2bが当たらないように逃げるための切欠部8f,8fが形成されている。   As shown in FIG. 12, the corner connecting member 8 has a length equal to the width dimension of the panel 2, and has a vertical side surface 8b and a horizontal upper surface 8c on both sides of the inner inclined surface 8a. Support convex portions 8d and 8d are provided on the side surface 8b and the horizontal upper surface 8c, respectively. Further, in these support convex portions 8d and 8d, small grooves 8e and 8e into which the end portions of the anchors 2e of the panel 2 are inserted have the same number as that of the anchors 2e with the same number as that of the anchors 2e. Then two) are formed. The vertical dimension of the small groove 8e formed on the support convex part 8d protruding from the vertical side surface 8b and the horizontal dimension of the small groove 8e formed on the support convex part 8d protruding from the horizontal upper surface 8c both protrude on both sides of the anchor 2e. The height of the anchor 2e excluding the lower end 2f is almost the same as that of the anchor 2e. When the end of the anchor 2e is inserted into the small groove 8e, the lower end 2f of the anchor 2e is engaged with the support convex portions 8d on both sides of the small groove 8e. It comes to match. In addition, notches 8f and 8f are formed at both ends of the support convex portion 8d so as to escape so that the convex strips 2b and 2b on both sides of the panel do not hit when the panels are connected.

水路の底壁上面101を被覆する壁面被覆体のパネル2の両端部と、水路の両側壁内面102,102を被覆する壁面被覆体のパネル2の下端部との連結は、上記コーナー連結材8の垂直側面8bと水平上面8cに設けた支持凸部8d,8dのそれぞれの小溝8e,8eに、双方のパネル2,2のアンカー2e,2eの端部を内側と上側から挿入すると共に、双方のパネル2,2の端部をそれぞれ支持凸部8d,8dの上面と側面に重ねて支持させることによって行われている。このように連結すると、コーナー連結材8の支持凸部6aがパネル2の端部とアンカー2eの下端部2fとで挟持された状態となるため、コーナー連結材8がパネル2,2の端部から脱落する心配はない。また、コーナー連結材8の内側斜面8aとパネル2,2の表面が連続するので、固形物が引っ掛かったり、水の流れが妨げられたりする心配もない。   The connection between the both ends of the panel 2 of the wall covering covering the bottom wall upper surface 101 of the water channel and the lower end of the panel 2 of the wall covering covering the both side wall inner surfaces 102, 102 of the water channel is performed by the corner connecting material 8. The ends of the anchors 2e, 2e of both panels 2, 2 are inserted into the small grooves 8e, 8e of the support convex portions 8d, 8d provided on the vertical side surface 8b and the horizontal upper surface 8c of the both sides from above and from both sides. The end portions of the panels 2 and 2 are supported by overlapping the upper and side surfaces of the support convex portions 8d and 8d, respectively. When connected in this manner, the support protrusion 6a of the corner connecting member 8 is sandwiched between the end of the panel 2 and the lower end 2f of the anchor 2e, so that the corner connecting member 8 becomes the end of the panels 2 and 2. There are no worries about dropping out. Further, since the inner slope 8a of the corner connecting member 8 and the surfaces of the panels 2 and 2 are continuous, there is no fear that a solid matter is caught or the flow of water is hindered.

このような水路構造体は、前述した作用効果に加えて、溝形連結材1とパネル2と目地材3とコーナー連結材8の4種類の構成部品で壁面被覆体を形成できるため、前記実施形態の水路構造体よりも壁面被覆体の構成部品の種類を少なくできるという効果もある。   In addition to the above-described effects, such a water channel structure can form a wall covering with four types of component parts including the groove-shaped connecting material 1, the panel 2, the joint material 3, and the corner connecting material 8. There is also an effect that the types of the constituent parts of the wall covering body can be reduced as compared with the water channel structure of the embodiment.

コーナー連結材は、上記のコーナー連結材8のみに限定されるものではなく、上記以外の種々の形状のものを使用することができる。図13はそのようなコーナー連結材の他の例を示す断面図であって、このコーナー連結材80は、斜板部80aの下端の垂直側面8bと上端の水平上面8cに支持凸部8d,8dを設けて、該支持凸部8d,8dにパネル2のアンカー2eの端部を挿入する小溝8e,8eを形成すると共に、該支持凸部8d,8dの両端にパネル2の凸条2b,2bを逃げるための切欠部8f,8fを形成し、斜板部80aの裏面にアンカー80bを突設したものである。   The corner connecting material is not limited to the corner connecting material 8 described above, and various shapes other than the above can be used. FIG. 13 is a cross-sectional view showing another example of such a corner connecting member. This corner connecting member 80 includes support protrusions 8d on the vertical side surface 8b at the lower end of the swash plate portion 80a and the horizontal upper surface 8c at the upper end. 8d is provided, and small grooves 8e and 8e for inserting the end portions of the anchor 2e of the panel 2 are formed in the support convex portions 8d and 8d, and the protrusions 2b and 2d of the panel 2 are formed at both ends of the support convex portions 8d and 8d. Cutout portions 8f and 8f for escaping 2b are formed, and an anchor 80b is projected from the back surface of the swash plate portion 80a.

このようなコーナー連結材80も、前述したコーナー連結材8と同様に、支持凸部8d,8dのそれぞれの小溝8e,8eに、双方のパネル2,2のアンカー2e,2eの端部を内側と上側から挿入し、双方のパネル2,2の端部をそれぞれ支持凸部8d,8dに支持させることによって、双方のパネル2,2を簡単に連結することができる。しかも、このコーナー連結材80は、斜板部0aの裏面のアンカー80bが裏込め剤に埋まるので、離脱不能に取付けることができる。   Similarly to the corner connecting member 8 described above, the corner connecting member 80 also has the end portions of the anchors 2e and 2e of both panels 2 and 2 inside the small grooves 8e and 8e of the support convex portions 8d and 8d. Are inserted from above and the end portions of both panels 2 and 2 are supported by the support convex portions 8d and 8d, respectively, so that both the panels 2 and 2 can be easily connected. Moreover, since the anchor 80b on the back surface of the swash plate portion 0a is buried in the backfilling agent, the corner connecting member 80 can be attached so as not to be detached.

尚、水路100が曲がっている場合は、溝形連結材1の上端開放幅(両側板上端の係合部1b,1b相互間の間隔)に余裕があることを利用し、図16に示すように、パネル2と目地材3を一端側で可能な限り離隔し、且つ、他端側で密着させることによって、水路100の曲がりに対応する壁面被覆体を形成することが好ましい。   In addition, when the water channel 100 is bent, as shown in FIG. 16, using the fact that there is a margin in the upper end open width of the groove-shaped connecting member 1 (the distance between the engaging portions 1b and 1b at the upper ends of both side plates). In addition, it is preferable to form a wall covering corresponding to the bending of the water channel 100 by separating the panel 2 and the joint material 3 as much as possible on one end side and closely contacting each other on the other end side.

ところで、図11に示す水路構造体のように、壁面被覆体を構成する溝形連結材1とパネル2の長さ方向を、コンクリート製の水路100の長さ方向と直交する方向に一致させ、壁面被覆体で水路100の補修すべき底壁上面101及び側壁内面102を被覆、補修するものは、水路100の幅寸法に対応する長さに切断した溝形連結材1とパネル2を使用することによって、水路100の底壁上面101に合致する幅寸法の壁面被覆体を形成することができる。これに対し、図1,図2に示す水路構造体のように、壁面被覆体を構成する溝形連結材1とパネル2の長さ方向を、コンクリート製の水路100の長さ方向に一致させ、壁面被覆体で水路100の補修すべき底壁上面101を被覆、補修するものは、壁面被覆体の幅寸法が水路100の幅寸法に合致しない場合があり、その場合には壁面被覆体の幅寸法を調節することが難しい。   By the way, like the water channel structure shown in FIG. 11, the length direction of the channel-shaped connecting member 1 and the panel 2 constituting the wall covering is matched with the direction orthogonal to the length direction of the concrete water channel 100, For covering and repairing the bottom wall upper surface 101 and the side wall inner surface 102 of the water channel 100 to be repaired with the wall covering, the groove-shaped connecting material 1 and the panel 2 cut to a length corresponding to the width dimension of the water channel 100 are used. Thus, a wall surface covering body having a width dimension matching the bottom wall upper surface 101 of the water channel 100 can be formed. On the other hand, like the water channel structure shown in FIGS. 1 and 2, the length direction of the channel-shaped connecting member 1 and the panel 2 constituting the wall covering is made to coincide with the length direction of the concrete water channel 100. In the case of covering and repairing the bottom wall upper surface 101 to be repaired of the water channel 100 with the wall surface covering, the width of the wall covering may not match the width of the water channel 100. It is difficult to adjust the width dimension.

そこで、上記のように壁面被覆体の幅寸法を調節する必要が生じた場合は、図14に示すパネル20を用いて調節することが好ましい。即ち、このパネル20は、前述のパネル2において、更に、両側端の凸条2b,2bとアンカー2,2との間、及び、アンカー2,2の相互間に、アンカーを兼ねた抜止め部2c付きの補助凸条20bが、パネル全長に亘って裏面から平行に複数(3つ)突設されたものである。   Therefore, when it becomes necessary to adjust the width dimension of the wall covering as described above, it is preferable to adjust using the panel 20 shown in FIG. That is, this panel 20 is the same as the panel 2 described above, and is further provided with a retaining portion that also serves as an anchor between the ridges 2b, 2b on both side ends and the anchors 2, 2, and between the anchors 2, 2. A plurality of (three) auxiliary ridges 20b with 2c are projected in parallel from the back surface over the entire length of the panel.

このようなパネル20は、調整に必要な幅寸法となるように補助凸条20bに沿って切断され、図15に示すように、片側のコーナー部材5(図15では右側のコーナー部材5)の内側に配置されて、切断端部の補助凸条20bとコーナー部材5の凸条5bが溝形連結材1に嵌め込まれると共に、更に、目地材3が挟み込まれて、この切断されたパネル20とコーナー部材5が溝形連結材1から外れないように互いに連結される。これによって、左側のコーナー部材5から右側のコーナー部材5までの幅寸法に対応合致した壁面被覆体が形成される。   Such a panel 20 is cut along the auxiliary projections 20b so as to have a width dimension necessary for adjustment, and as shown in FIG. 15, the corner member 5 on one side (the right corner member 5 in FIG. 15) The auxiliary ridges 20b at the cut ends and the ridges 5b of the corner members 5 are fitted into the groove-shaped connecting member 1 and the joint material 3 is further sandwiched between the cut panel 20 The corner members 5 are connected to each other so as not to be detached from the groove-shaped connecting material 1. As a result, a wall covering corresponding to the width dimension from the left corner member 5 to the right corner member 5 is formed.

尚、図15では、壁面被覆体を形成するパネルとして全て上記のパネル20を使用しているが、幅調整のために切断される右側端のパネル20以外のパネルとして、前記のパネル2を使用してもよいことは言うまでもない。   In FIG. 15, the above-described panel 20 is used as a panel for forming the wall covering, but the panel 2 is used as a panel other than the panel 20 on the right end that is cut for width adjustment. Needless to say.

また、図15では、幅調整の例を示したが、図11に示す水路構造体のように、壁面被覆体を構成する溝形連結材1とパネル2の長さ方向を、コンクリート製の水路100の長さ方向と直交する方向に一致させ、壁面被覆体で水路100の補修すべき底壁上面101及び側壁内面102を被覆、補修するものにおいて、図15で示した幅調整と同様の方法で水路の長さ方向の調整ができることは言うまでもない。   Moreover, although the example of width adjustment was shown in FIG. 15, like the water channel structure shown in FIG. 11, the length direction of the groove-shaped coupling material 1 and the panel 2 which comprise a wall surface covering body is made into a concrete water channel. In the case of covering and repairing the bottom wall upper surface 101 and the side wall inner surface 102 to be repaired with a wall surface covering body in a direction orthogonal to the length direction of 100, the same method as the width adjustment shown in FIG. Needless to say, the length of the waterway can be adjusted.

以上、凹形断面形状を有する既設のコンクリート製の水路100の底壁上面101及び左右の側壁内面102,102を壁面被覆体で被覆、補修する場合を例にとって本発明の水路構造体を説明したが、本発明は角筒形断面形状を有する既設のコンクリート製の水路の底壁上面及び左右の側壁内面、更には上壁下面を壁面被覆体で被覆、補修する場合にも勿論適用されるものである。   In the above, the water channel structure of the present invention has been described by taking as an example the case where the bottom wall upper surface 101 and the left and right side wall inner surfaces 102, 102 of an existing concrete water channel 100 having a concave cross-sectional shape are covered and repaired with a wall surface covering. However, the present invention is of course also applied to the case where the bottom wall upper surface and the left and right side wall inner surfaces of an existing concrete water channel having a square cylindrical cross section are covered and repaired with a wall covering. It is.

本発明の一実施形態に係る水路構造体の部分斜視図である。It is a fragmentary perspective view of the waterway structure concerning one embodiment of the present invention. 同水路構造体の横断面図である。It is a cross-sectional view of the water channel structure. 図2の円で囲んだ部分の拡大図である。FIG. 3 is an enlarged view of a portion surrounded by a circle in FIG. 2. (a)は同水路構造体に使用されるパネルの側面図、(b)はそのA−A線断面図である。(A) is a side view of the panel used for the water channel structure, (b) is the AA sectional view. (a)は同水路構造体に使用される溝形連結材の平面図、(b)はその側面図、(c)はそのB−B線拡大断面図、(d)はそのC−C線拡大断面図である。(A) is a plan view of a channel-shaped connecting member used in the water channel structure, (b) is a side view thereof, (c) is an enlarged cross-sectional view taken along line BB, and (d) is a CC line thereof. It is an expanded sectional view. (a)は同水路構造体に使用される目地材の側面図、(b)はそのD−D線断面図である。(A) is a side view of the joint material used for the water channel structure, and (b) is a sectional view taken along the line DD. (a)は同水路構造体に使用されるコーナー部材の側面図、(b)はそのE−E線断面図である。(A) is a side view of a corner member used for the water channel structure, and (b) is a cross-sectional view taken along the line EE. 同水路構造体に使用される連結材の斜視図である。It is a perspective view of the connection material used for the water channel structure. (a)は同連結材を用いて互いに突き合わされたパネルの端部を連結した部分の平面図、(b)はそのF−F線断面図、(c)はそのG−G線断面図である。(A) is the top view of the part which connected the edge part of the panel mutually faced using the same connection material, (b) is the FF sectional view taken on the line, (c) is the GG sectional view. is there. コーナー部材の他の例を示す断面図である。It is sectional drawing which shows the other example of a corner member. 本発明の他の実施形態に係る水路構造体の部分斜視図である。It is a fragmentary perspective view of the waterway structure concerning other embodiments of the present invention. (a)は同水路構造体に使用されるコーナー連結材とこれに連結される縦方向のパネルを外側斜め上方から見た斜視図、(b)は同コーナー連結材とこれに連結される横方向のパネルを内側斜め上方から見た斜視図である。(A) is the perspective view which looked at the corner connection material used for the water channel structure and the vertical panel connected to this from the diagonally upper side outside, (b) is the corner connection material and the horizontal connected to this It is the perspective view which looked at the panel of the direction from inner side diagonally upward. (a)はコーナー連結材の他の例を示す斜視図、(b)はその正面図である。(A) is a perspective view which shows the other example of a corner coupling material, (b) is the front view. 本発明の水路構造体に使用されるパネルの他の例を示す断面図である。It is sectional drawing which shows the other example of the panel used for the water channel structure of this invention. 同パネルを用いて水路の底壁上面を被覆する壁面被覆体の幅寸法を調整した水路構造体の部分断面図である。It is the fragmentary sectional view of the waterway structure which adjusted the width dimension of the wall surface covering which covers the bottom wall upper surface of a waterway using the panel. 水路の曲がりに対応するように形成した壁面被覆体の平面図である。It is a top view of the wall surface covering formed so as to correspond to the bending of a water channel.

符号の説明Explanation of symbols

1 溝形連結材
1a 側板
1b 係合部
1c 開口部
1d 固定片
2,20 パネル
2b 凸条
2c 抜止め部
2e アンカー
20b 補助凸条
3 目地材
4 止具
5,50 コーナー部材
5b 凸条
5c 抜け止め部
6 連結材
6a 支持凸部
6b 小溝
7 裏込め剤
8,80 コーナー連結材
8b 垂直側面
8c 水平上面
8d 支持凸部
8e 小溝
100 水路
101 底壁上面
102 側壁内面
w 目地材の幅寸法
DESCRIPTION OF SYMBOLS 1 Channel-shaped connection material 1a Side plate 1b Engagement part 1c Opening part 1d Fixing piece 2,20 Panel 2b Projection 2c Detachment part 2e Anchor 20b Auxiliary projection 3 Joint material 4 Stopper 5,50 Corner member 5b Projection 5c Detachment Stop portion 6 Connecting material 6a Supporting convex portion 6b Small groove 7 Backfilling agent 8, 80 Corner connecting material 8b Vertical side surface 8c Horizontal upper surface 8d Supporting convex portion 8e Small groove 100 Water channel 101 Bottom wall upper surface 102 Side wall inner surface w Width of joint material

Claims (9)

裏面からアンカーが突設され、両側端から抜止め部を有する凸条が裏側に向かって突設された矩形状のパネルと、
両側板に開口部が形成され、両側板の上端から係合部が内側へ突設されると共に、下端から片側又は両側へ固定片が突設された溝形連結材と、
目地材と、を用いて、
コンクリート製の水路の補修すべき壁面に、上記溝形連結材を上記パネルの幅寸法よりも上記目地材の略幅寸法だけ大きいピッチ間隔で平行に複数配設して、溝形連結材の上記固定片を止具で壁面に固定し、上記パネルを複数枚並べて互いに隣接する上記凸条を各溝形連結材に嵌め込むと共に、凸条の上記抜止め部を溝形連結材の上記係合部に係合させてパネル同士を幅方向に連結しながら溝形連結材に取付け、これらのパネルの相互間に上記目地材を挟み込むことによって壁面被覆体を形成し、この壁面被覆体と壁面との間に裏込め剤を充填して固化させたことを特徴とする水路構造体。
A rectangular panel in which an anchor protrudes from the back surface, and a protruding line having a retaining portion from both side ends protrudes toward the back side;
An opening is formed on both side plates, and an engaging portion protrudes inward from the upper end of both side plates, and a groove-shaped connecting material in which a fixed piece protrudes from one end or both sides from the lower end,
With joint material,
A plurality of the groove-shaped connecting materials are arranged in parallel at a pitch interval larger than the width dimension of the panel by a substantially width dimension of the joint material on the wall surface of the concrete water channel to be repaired. A fixing piece is fixed to a wall surface with a stopper, a plurality of the panels are arranged, and the adjacent ridges are fitted into each groove-shaped connecting material, and the retaining portion of the ridge is engaged with the groove-shaped connecting material. The panel is connected to the groove-shaped connecting member while being connected to each other in the width direction, and a wall covering is formed by sandwiching the joint material between these panels. A water channel structure characterized in that it is solidified by filling a backfilling agent in between.
上記壁面被覆体が、溝形連結材とパネルの長さ方向を水路の長さ方向に一致させて形成したものであることを特徴とする請求項1に記載の水路構造体。   2. The water channel structure according to claim 1, wherein the wall covering is formed by aligning the length direction of the channel-shaped connecting member and the panel with the length direction of the water channel. 上記壁面被覆体を水路の底壁上面及び両側壁内面に形成し、水路の底壁上面を被覆する壁面被覆体の両側端のパネルと、水路の両側壁内面を被覆する壁面被覆体の下端のパネルを、コーナー部材を介して連結し、これらの壁面被覆体及びコーナー部材と、水路の底壁上面及び両側壁内面との間に、裏込め剤を充填して固化させたことを特徴とする請求項2に記載の水路構造体。   The wall covering is formed on the upper surface of the bottom wall of the channel and the inner surfaces of both sides of the channel, and the panels on both ends of the wall covering covering the upper surface of the bottom wall of the channel and the lower end of the wall covering covering the inner surfaces of both sides of the channel. The panels are connected through a corner member, and a back-filling agent is filled and solidified between the wall covering and corner member, and the bottom wall upper surface and both side wall inner surfaces of the water channel. The waterway structure according to claim 2. 上記壁面被覆体を水路の底壁上面及び両側壁内面において水路の長さ方向に複数並べて形成し、水路の底壁上面を被覆する各壁面被覆体の両側端のパネルと、水路の両側壁内面を被覆する各壁面被覆体の下端のパネルとを、コーナー部材を介してそれぞれ接続すると共に、水路の長さ方向に並んだ各壁面被覆体の互いに突き合わされたパネルの端部同士を連結材で連結し、これらの壁面被覆体及びコーナー部材及び連結材と、水路の底壁上面及び両側壁内面との間に裏込め剤を充填して固化させたことを特徴とする請求項2に記載の水路構造体。   A plurality of the above-mentioned wall coverings are formed side by side in the length direction of the water channel on the bottom wall upper surface and both side wall inner surfaces of the water channel, and panels on both side ends of each wall surface covering the water channel bottom wall upper surface, and both side wall inner surfaces of the water channel Are connected to each other through a corner member, and the end portions of the panels that are abutted with each other in the lengthwise direction of the water channel are connected with a connecting material. The back wall is filled and solidified between the wall surface covering body, the corner member and the connecting material, and the bottom wall upper surface and both side wall inner surfaces of the water channel. Waterway structure. 上記コーナー部材として、その両側端から抜止め部を有する凸条を下向き及び横外向きに突設したものを使用し、コーナー部材の一側端の凸条とこれに隣接するパネルの凸条、及び、コーナー部材の他側端の凸条とこれに隣接するパネルの凸条を、溝形連結材に嵌め込むと共に、凸条の抜止め部を溝形連結材の係合部に係合させて、コーナー部材とこれに隣接するパネルを連結したことを特徴とする請求項3又は請求項4に記載の水路構造体。   As the corner member, using a protruding ridge having a retaining portion from both side ends thereof projecting downward and laterally outward, a ridge on one side end of the corner member and a ridge on the panel adjacent thereto, In addition, the convex strips on the other end of the corner member and the convex strips of the panel adjacent thereto are fitted into the groove-shaped connecting material, and the retaining portion of the convex strip is engaged with the engaging portion of the groove-shaped connecting material. The water channel structure according to claim 3 or 4, wherein a corner member and a panel adjacent to the corner member are connected to each other. 上記連結材として、両側面に支持凸部を有し、この支持凸部に小溝を形成したものを使用し、互いに突き合わされたパネルのアンカーの端部を小溝に挿入する共に、パネルの端部を支持凸部に支持させて、パネルの端部同士を連結したことを特徴とする請求項4に記載の水路構造体。   As the above-mentioned connecting material, there are used support convex portions on both side surfaces and a small groove is formed on the support convex portion, and the ends of the anchors of the panels that are butted against each other are inserted into the small grooves, and the end portions of the panel The water channel structure according to claim 4, wherein the end portions of the panels are connected to each other with the support convex portions supported. 上記壁面被覆体が、溝形連結材とパネルの長さ方向を水路の長さ方向と直交する方向に一致させて形成したものであることを特徴とする請求項1に記載の水路構造体。   2. The water channel structure according to claim 1, wherein the wall covering is formed by aligning the length direction of the groove-shaped connecting member and the panel with a direction orthogonal to the length direction of the water channel. 上記壁面被覆体を水路の底壁上面及び両側壁内面に形成し、水路の底壁上面を被覆する壁面被覆体のパネルの両端部と、水路の両側壁内面を被覆する壁面被覆体のパネルの下端部を、コーナー連結材で連結し、これらの壁面被覆体及びコーナー連結材と、水路の底壁上面及び両側壁内面との間に、裏込め剤を充填して固化させたことを特徴とする請求項7に記載の水路構造体。   The wall covering is formed on the bottom wall upper surface and both side wall inner surfaces of the water channel, and both ends of the wall covering panel covering the bottom wall upper surface of the water channel and the wall covering panel covering the both side wall inner surfaces of the water channel. The lower end portion is connected with a corner connecting material, and the wall covering and corner connecting material, and the bottom wall upper surface and both side wall inner surfaces of the water channel are filled with a backfilling agent and solidified. The waterway structure according to claim 7. 上記コーナー連結材として、垂直側面と水平上面を有し、垂直側面と水平上面に支持凸部をそれぞれ設けてこれらの支持凸部に小溝を形成したものを使用し、水路の底壁上面を被覆する壁面被覆体のパネルのアンカーの端部と、水路の側壁内面を被覆する壁面被覆体のパネルのアンカーの下端部を、コーナー連結材の垂直側面と水平上面に設けた支持凸部の小溝に挿入すると共に、底壁上面を被覆する壁面被覆体のパネルの端部と、側壁内面を被覆する壁面被覆体のパネルの下端部を、コーナー連結材の垂直側面と水平上面に設けた支持凸部に支持させて連結したことを特徴とする請求項8に記載の水路構造体。   As the above-mentioned corner connecting material, use a material that has a vertical side surface and a horizontal upper surface, and provided with support convex portions on the vertical side surface and horizontal upper surface, and formed small grooves in these support convex portions, and covers the upper surface of the bottom wall of the water channel The end of the anchor of the wall covering panel that covers the wall and the lower end of the anchor of the wall covering panel that covers the inner surface of the side wall of the channel are formed in the small grooves of the support convex portions provided on the vertical side surface and the horizontal upper surface of the corner connecting material. Support convex part which inserts and has the edge part of the panel of the wall surface covering which covers the upper surface of the bottom wall, and the lower end part of the panel of the wall surface covering which covers the inner surface of the side wall on the vertical side surface and the horizontal upper surface of the corner connecting material The water channel structure according to claim 8, wherein the water channel structure is connected to and supported by the water channel structure.
JP2007325938A 2007-12-18 2007-12-18 Water channel structure Pending JP2009144493A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014098239A (en) * 2012-11-13 2014-05-29 Raito Kogyo Co Ltd Structure and method for repairing existing channel
JP2015031094A (en) * 2013-08-05 2015-02-16 株式会社 南組 Repair panel for concrete structure and method for repairing concrete structure
JP2017166121A (en) * 2016-03-14 2017-09-21 積水化学工業株式会社 Repair method of water conduit structure and repaired water conduit structure
JP2019183987A (en) * 2018-04-12 2019-10-24 積水化学工業株式会社 Existing pipe reclamation structure and reclamation method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014098239A (en) * 2012-11-13 2014-05-29 Raito Kogyo Co Ltd Structure and method for repairing existing channel
JP2015031094A (en) * 2013-08-05 2015-02-16 株式会社 南組 Repair panel for concrete structure and method for repairing concrete structure
JP2017166121A (en) * 2016-03-14 2017-09-21 積水化学工業株式会社 Repair method of water conduit structure and repaired water conduit structure
JP2019183987A (en) * 2018-04-12 2019-10-24 積水化学工業株式会社 Existing pipe reclamation structure and reclamation method
JP7063697B2 (en) 2018-04-12 2022-05-09 積水化学工業株式会社 Rehabilitation structure and rehabilitation method of existing pipes

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