JP2005299198A - Open channel renovating method - Google Patents

Open channel renovating method Download PDF

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JP2005299198A
JP2005299198A JP2004116135A JP2004116135A JP2005299198A JP 2005299198 A JP2005299198 A JP 2005299198A JP 2004116135 A JP2004116135 A JP 2004116135A JP 2004116135 A JP2004116135 A JP 2004116135A JP 2005299198 A JP2005299198 A JP 2005299198A
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trough
open channel
rehabilitation
inner peripheral
peripheral surface
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Akira Yamamoto
白 山本
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Sekisui Chemical Co Ltd
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Sekisui Chemical Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an open channel renovating method preventing a trough from floating in construction without a fear of a water leakage because of providing no through hole in a renovation trough. <P>SOLUTION: An outer side face of the renovation trough provided on the inner peripheral surface of the open channel is provided with hanging implements with claws along the length direction of the renovation trough, and the inner peripheral surface of the open channel is provided with receiving implements for receiving the claws of the hanging implements. The renovation trough is axially moved along the open channel, and the claws of the hanging implements are fastened to the receiving implements to latch the renovation trough to the inner peripheral surface of the open channel. Unhardened liquid mortar is placed between the renovation trough and the open channel and hardened. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

この発明は、農業用水、下水道などの老朽化した既設開水路の内周面を補修する時の、更生トラフの浮上を防止する、開水路更生工法に関する。   The present invention relates to an open channel rehabilitation method for preventing the rehabilitation trough from floating when repairing the inner peripheral surface of an existing open channel such as agricultural water and sewerage.

従来、農業用水、下水道などの既設水路の内面の補修方法としては、その内面の既設コンクリートの不良部分を除去し、その除去部分に新たにコンクリートを打ち直すという、いわゆるコンクリート打ち替え工法が一般的である。この工法は、既設コンクリートの不良部分の削り、搬出、新コンクリートの打ち込みといった作業があって、工事期間が長くなる。   Conventionally, as a method of repairing the inner surface of existing waterways such as agricultural water and sewers, the so-called concrete replacement method is generally used, in which a defective portion of the existing concrete on the inner surface is removed and concrete is re-launched on the removed portion. is there. This construction method requires work such as shaving off a defective portion of existing concrete, carrying it out, and driving in new concrete, resulting in a longer construction period.

このため、例えば、既設水路の内周面に固定部材をアンカーボルトにより固定し、その固定部材を介してFRP(繊維強化合成樹脂)板を水路内周面全面に貼設して更生トラフとした後、その再生トラフと水路内周面の間にセメントミルク等を打設して、水路内周面にFRP板をライニングする工法が知られている(例えば、特許文献1参照。)。   For this reason, for example, a fixing member is fixed to an inner peripheral surface of an existing water channel with an anchor bolt, and an FRP (fiber reinforced synthetic resin) plate is pasted on the entire inner peripheral surface of the water channel via the fixing member to form a rehabilitation trough. Thereafter, a construction method is known in which cement milk or the like is placed between the regeneration trough and the water channel inner peripheral surface, and an FRP plate is lined on the water channel inner peripheral surface (see, for example, Patent Document 1).

更生トラフにはセメントミルク等が打設されたときに受ける浮力が掛かるが、更生トラフはアンカーボルトで水路内周面に固定されているので、更生トラフが浮上することはない。しかしながら大型のトラフでは受ける浮力が大きくなり、固定部材を設ける個所を多くしたり、トラフの厚さを大きくしたりする必要が出てくる。
特公平6−19132号公報 図1〜図8
The rehabilitation trough is subjected to buoyancy that is applied when cement milk or the like is placed. However, the rehabilitation trough is fixed to the inner peripheral surface of the water channel by anchor bolts, so that the rehabilitation trough does not rise. However, the buoyancy received by a large trough increases, and it becomes necessary to increase the number of places where fixing members are provided or to increase the thickness of the trough.
Japanese Patent Publication No. 6-19132 gazette

しかしながら、上記特許文献1の工法では、更生トラフは、更生トラフの側面又は底面を貫通して、ボルト等で、既設水路の内周面に固定された固定部材に固定されているので、更生トラフにはボルトが挿通される貫通孔が開けられることになり、水漏れが起こってしまう恐れがあり、止水処置等の余計な作業が増える恐れがあるという問題点がある。これは更生トラフが大型になればなる程顕著に現れる現象である。   However, in the construction method of Patent Document 1, the rehabilitation trough penetrates the side surface or bottom surface of the rehabilitation trough and is fixed to the fixing member fixed to the inner peripheral surface of the existing water channel with a bolt or the like. Has a problem that a through hole through which a bolt is inserted is opened, water leakage may occur, and an extra work such as water stoppage may increase. This is a phenomenon that appears more prominently as the rehabilitation trough becomes larger.

本発明は、更生トラフに貫通孔を設けず、従って水漏れの恐れがなく、施工時にトラフが浮くことを防止する開水路更生工法を提供する目的でなされたものである。   The present invention has been made for the purpose of providing an open channel rehabilitation method in which a rehabilitation trough is not provided with a through-hole, and therefore there is no risk of water leakage and the trough is prevented from floating during construction.

請求項1記載の開水路更生工法(発明1)は、開水路の内周面に設けられる更生トラフの外側面に更生トラフの長さ方向に沿って爪付き掛け具を設け、開水路の内周面に上記掛け具の爪を受ける受け具を設け、更生トラフを開水路に沿って軸方向に移動して、掛け具の爪を受け具に掛けて更生トラフを開水路内周面に掛止し、更生トラフと開水路内周面との間に未硬化の液状モルタルを打設してこれを硬化させることを特徴とする。   The open channel rehabilitation method according to claim 1 (invention 1) is provided with a hook with a hook along the length direction of the rehabilitation trough on the outer surface of the rehabilitation trough provided on the inner peripheral surface of the open channel, A catch is provided on the peripheral surface to receive the claw of the hanging tool, the rehabilitation trough is moved in the axial direction along the open channel, and the rehabilitation trough is hung on the inner periphery of the open channel by hanging on the catch of the hanging tool. It is characterized by placing an uncured liquid mortar between the rehabilitation trough and the inner peripheral surface of the open channel and curing it.

本発明が適用される開水路は、コンクリートやその他の材料で構成され、水流れ面が老朽化した開水路である。更生トラフの材料は特に限定されず、一般にライニング構成に用いられるものであれば良い。例えば、合成樹脂板、繊維強化合成樹脂(FRP)板、レジンコンクリート(FRPM)板、プレキャストコンクリート板、ステンレススチール板、防食鉄板、防食アルミニウム板、木板、竹等の板を組み合わせた更生トラフが挙げられる。   The open channel to which the present invention is applied is an open channel composed of concrete and other materials and having an aged water flow surface. The material of the rehabilitation trough is not particularly limited as long as it is generally used for the lining configuration. For example, rehabilitation troughs that combine plates such as synthetic resin plates, fiber reinforced synthetic resin (FRP) plates, resin concrete (FRPM) plates, precast concrete plates, stainless steel plates, anticorrosion iron plates, anticorrosion aluminum plates, wood plates, bamboo, etc. It is done.

この更生トラフの外面(老朽化した開水路の内周面に対面する側)に、爪付き掛け具が固定される。掛け具は、鉄、ステンレススチール、アルミニウム等金属の棒又は細長い板等からなる。爪錠掛け具は、その一端部を、更生トラフの外面に固定され、他端は更生トラフの長さ方向にその外面から離れて自由端とされている。   A hook with a claw is fixed to the outer surface of the rehabilitation trough (the side facing the inner peripheral surface of the aged open channel). The hanging tool is made of a metal rod such as iron, stainless steel, or aluminum, or an elongated plate. One end of the nail lock hanging tool is fixed to the outer surface of the rehabilitation trough, and the other end is a free end away from the outer surface in the length direction of the rehabilitation trough.

爪付き掛け具は、更生トラフに固定される根本部と、受け具(後述)に掛かる爪部とからなり、根本部と爪部との間には段差が設けられている。掛け具を更生トラフの外面に固定する方法は、根本部をFRPハンドレイアップ法で更生トラフ外面に固定する方法、更生トラフに木ねじ又はボルト等で固定しねじ部を防水材でコーキング又はFRPハンドレイアップして防水する方法などが挙げられ、爪部の方向が更生トラフの長さ方向となるようにされる。   The hook with a claw includes a root part fixed to the rehabilitation trough and a claw part hooked on a receiving tool (described later), and a step is provided between the root part and the claw part. To fix the hanging tool to the outer surface of the rehabilitation trough, the root part is fixed to the outer surface of the rehabilitation trough by the FRP hand layup method. The method of laying up and waterproofing is mentioned, and the direction of the nail | claw part is made to become the length direction of the rehabilitation trough.

爪の形状は、単純な板状とされていれば良いが、掛止後(後述)掛止部が緩まない或いは外れないように、受け具が入る個所が広い板ばね形状とされていても良い。   The shape of the claw may be a simple plate shape, but it may be a leaf spring shape where the receiving part is wide so that the latched portion (described later) does not loosen or come off after latching. good.

掛け具は、一つの更生トラフに対し、その両側の縦壁外面に少なくとも各一個づつ設けられ、必要があれが底面外面にも設けられる。設けられる個数は、更生トラフの大きさによって増やせば良いが、全ての掛け具の爪部は、同じ方向に向いて設けられなければならない。   At least one hanging tool is provided on the outer surface of the vertical wall on both sides of one rehabilitating trough, and if necessary, it is also provided on the outer surface of the bottom surface. The number to be provided may be increased depending on the size of the rehabilitation trough, but the claws of all the hooks must be provided in the same direction.

受け具は、既存開水路内周面に、上記全ての掛け具に対応する位置にそれぞれ固定される。受け具は上記掛け具の爪部を受けて、これを掛止する。従って、その材質は強度と耐食性に優れたものであれば特に限定されず、例えば一例として、鉄又はステンレススチール、アルミニウムなどの金属製部材でU字形状の掛け部を作り、このU字形状の両脚部先端を直角に外向きに広げて鍔部とし、この鍔部をアンカーボルト等で既存開水路の内周壁に固定する方法、既存開水路の内周面に2個のアンカーボルトを並べて設け、アンカーボルトをスリーブに通し、スリーブの上端に受け部となる金属棒又は細長い板を渡して固定する方法等が挙げられる。   The receptacle is fixed to the inner peripheral surface of the existing open channel at positions corresponding to all of the hanging tools. The receiving device receives the claw portion of the hanging device and latches it. Therefore, the material is not particularly limited as long as it is excellent in strength and corrosion resistance. For example, a U-shaped hanging portion is made of a metal member such as iron, stainless steel, or aluminum, and the U-shaped A method of fixing the end of both legs outward at a right angle to a flange, and fixing the flange to the inner peripheral wall of the existing open channel with anchor bolts, etc., and arranging two anchor bolts side by side on the inner peripheral surface of the existing open channel The anchor bolt is passed through the sleeve, and a metal rod or elongated plate serving as a receiving portion is passed to the upper end of the sleeve and fixed.

なお、受け部は、掛け具の爪部を受けて掛止効果が発揮できれば良いのであるから、必ずしも金属である必要はなく、皮、合成樹脂材、繊維強化合成樹脂材、合成樹脂繊維製の織布、不織布などであっても良い。   In addition, since the receiving part only needs to receive the claw part of the hanging tool and can exert the latching effect, it does not necessarily need to be a metal, and is made of leather, synthetic resin material, fiber reinforced synthetic resin material, synthetic resin fiber. A woven fabric, a nonwoven fabric, etc. may be sufficient.

受け部の既存開水路内周面からの高さは、更生トラフの外面と、既存開水路内周面との隙間が、打設する裏込め材の寸法となるように決められる。従って、縦面側と底面側とのそれぞれの寸法は、、状況に応じて適宜変更されて異なっていても良い。   The height of the receiving portion from the inner surface of the existing open channel is determined so that the gap between the outer surface of the rehabilitation trough and the inner surface of the existing open channel becomes the size of the backfill material to be placed. Therefore, each dimension of the vertical surface side and the bottom surface side may be appropriately changed according to the situation and may be different.

更生トラフを既存開水路に固定する手順は、単位長さの更生トラフを組み立て、その外面に必要な掛け具を固定する。既存開水路内周面の上記掛け具に対応する位置に、受け具を固定する。しかる後に、更生トラフを既存開水路内に仮置きし、水路内を長さ方向にずらせながら掛け具の爪を受け具の受け部に掛着して掛止する。掛着されて更生トラフが仮配置されたら、更生トラフの外面と既存開水路内周面との間に未硬化の液状モルタル等を打設する。   The procedure to fix the rehabilitation trough to the existing open channel is to assemble the rehabilitation trough of unit length and fix the necessary hooks on the outer surface. A receiving tool is fixed at a position corresponding to the above-mentioned hanging tool on the inner peripheral surface of the existing open channel. After that, the rehabilitation trough is temporarily placed in the existing open channel, and the nail of the hanging tool is hooked on the receiving part of the receiving tool while being shifted in the length direction. When the rehabilitation trough is temporarily placed after being hooked, an uncured liquid mortar or the like is placed between the outer surface of the rehabilitation trough and the inner peripheral surface of the existing open channel.

この時、浮力が掛かり更生トラフは浮上するが、更生トラフは掛け具と受け具によりその位置が固定されるので、未硬化の液状モルタルによる浮力が掛かった後は、更生トラフは所定の位置に止まり、動かない。縦面側の隙間も同様であるが、必要に応じて隙間の上端にスペーサーを挿入して間隔を微調整しても良い。   At this time, the buoyancy is applied and the rehabilitation trough is lifted, but the position of the rehabilitation trough is fixed by the hanger and the receiver, so that the rehabilitation trough is in a predetermined position after the buoyancy is applied by the uncured liquid mortar. Stop and don't move. The gap on the vertical surface side is the same, but if necessary, a spacer may be inserted at the upper end of the gap to finely adjust the interval.

本発明によると、更生トラフは、既設開水路中に仮置きして長さ方向にすべらせるだけで掛け具と受け具とが掛着され、更生トラフの位置が固定されるので、未硬化の液状モルタルによる浮力が掛かっても、更生トラフは動かない。また、掛け具も受け具も、その固定時に更生トラフに貫通孔を開けないので、水漏れすることはない。   According to the present invention, the rehabilitating trough is temporarily placed in the existing open channel and is simply slid in the length direction so that the hanging tool and the receiving tool are hooked and the position of the rehabilitating trough is fixed. The rehabilitation trough does not move even when buoyancy is applied by liquid mortar. In addition, since neither the hanging tool nor the receiving tool is fixed, the through hole is not opened in the rehabilitation trough, so that water does not leak.

次に、図面を参照して本発明の実施の形態を説明する。図1はFRP製更生トラフの外面に爪付き掛け具が設けられ、コンクリート製既存開水路に受け具が設けられて、更生トラフが既存開水路内周面に掛止されて更生された状態の一例であり、(a)は正面図、(b)は側面図である。図2は更生トラフ外面にFRPハンドレイアップ法で固定された掛け具であり、(a)は平面図、(b)は側面図、(c)は爪部の別の一例の側面図である。図3は受け具の一例であり、(a)はU字形状の受け具がアンカーボルトで既設開水路内周面に固定されたものの側面図、(b)は2個のアンカーボルトの間に金属製受け部を設けたものの側面図、(c)は受け部が柔軟な合成樹脂繊維の織布であるものの側面図である。   Next, embodiments of the present invention will be described with reference to the drawings. Fig. 1 shows a state in which a hook with a claw is provided on the outer surface of a renovated trough made of FRP, a catch is provided on an existing concrete open channel, and the renovated trough is rehabilitated on the inner peripheral surface of the existing open channel. It is an example, (a) is a front view, (b) is a side view. FIG. 2 is a hanging tool fixed to the outer surface of the rehabilitation trough by the FRP hand lay-up method, (a) is a plan view, (b) is a side view, and (c) is a side view of another example of the claw portion. . FIG. 3 is an example of a receiver, (a) is a side view of a U-shaped receiver fixed to an inner peripheral surface of an existing open channel with an anchor bolt, and (b) is between two anchor bolts. The side view of what provided the metal receiving part, (c) is a side view of what the receiving part is a woven fabric of a flexible synthetic resin fiber.

FRP製更生トラフ1の外面に、鉄板を曲げ加工した爪付き掛け具2が設けられる。本例では更生トラフ1の両縦面の外側に各1個所及び底面外側に1個所設けられている。   On the outer surface of the FRP rehabilitation trough 1, a hook 2 with a claw obtained by bending an iron plate is provided. In this example, the rehabilitation trough 1 is provided on the outer side of both vertical surfaces and on the outer side of the bottom surface.

掛け具2は根本部21と爪部22とからなり、根本部21が更生トラフ1の外面にハンドレイアップ法にてFRP3で固定され、爪部22が、更生トラフ1の長さ方向に沿って設けられている。   The hanging tool 2 includes a root portion 21 and a claw portion 22. The root portion 21 is fixed to the outer surface of the rehabilitation trough 1 by FRP 3 by a hand lay-up method, and the nail portion 22 extends along the length direction of the rehabilitation trough 1. Is provided.

図2(c)のように、爪部22と更生トラフ1外面との隙間を、爪部22の先端近傍を狭くし受け具5の受け部52に挿着される個所を広くしておくと、掛け具1と受け具5とを掛着したあと掛着が緩みにくい或いは外れないので、そのようにしても良い。   As shown in FIG. 2C, when the gap between the claw portion 22 and the outer surface of the rehabilitation trough 1 is narrowed near the tip of the claw portion 22 and the portion to be inserted into the receiving portion 52 of the receiving device 5 is widened. Since the hook 1 is not loosened or cannot be removed after the hook 1 and the hook 5 are hooked, it may be so.

既存開水路4の内周面には、上記掛け具2に対応する位置に鉄棒を曲げ加工したU字形状の受け具5が固定されている。受け具5の脚部51には平板が溶接固定されアンカーボルトでで既設開水路4内周面に固定され、受け部52が掛け具2の爪部22を受ける方向に設けられている。   On the inner peripheral surface of the existing open channel 4, a U-shaped receiving tool 5 obtained by bending a steel bar at a position corresponding to the hanging tool 2 is fixed. A flat plate is welded and fixed to the leg portion 51 of the receiving tool 5 and is fixed to the inner peripheral surface of the existing open channel 4 by an anchor bolt, and the receiving portion 52 is provided in a direction to receive the claw portion 22 of the hanging tool 2.

図3に示されるように、受け部5は、U字形状の受け具がアンカーボルトで既設開水路内周面に固定されたものに限らず、2個のアンカーボルトの間に金属製受け部を設けたものであっても、受け部が柔軟な合成樹脂繊維の織布等であっても良い。   As shown in FIG. 3, the receiving portion 5 is not limited to a U-shaped receiving fixture fixed to the inner peripheral surface of the existing open channel with anchor bolts, but is a metal receiving portion between two anchor bolts. May be provided, or the receiving part may be a woven cloth of a synthetic resin fiber that is flexible.

爪部22更生トラフ1が長さ方向にずらされて、掛け具2の爪部22が受け部5の受け部52に掛着して掛止され、更生トラフ2と既設開水路4との隙間に裏込め材(未硬化の液状モルタル)が打設されている。更生トラフ1は、打設されたモルタルにより浮力を受け浮上し、掛け具と受け具の掛止によって所定の位置で固定され、それ以上浮上しない。   The claw portion 22 rehabilitation trough 1 is shifted in the length direction, and the claw portion 22 of the hanging tool 2 is hooked on the receiving portion 52 of the receiving portion 5 to be hooked, and the clearance between the rehabilitation trough 2 and the existing open channel 4 Backing material (uncured liquid mortar) is placed in The rehabilitation trough 1 floats by receiving buoyancy from the mortar that has been laid, and is fixed at a predetermined position by the hook and the hook of the hook.

従って、そのままモルタルが硬化したら、老朽化した既設開水路内周面の更生が完了する。   Therefore, when the mortar is cured as it is, the rehabilitation of the aging existing open channel inner peripheral surface is completed.

FRP製更生トラフの外面に爪付き掛け具が設けられ、コンクリート製既存開水路に受け具が設けられて、更生トラフが既存開水路内周面に掛止されて更生された状態の一例であり、(a)は側面図、(b)は側面図である。It is an example of a state where a hook with a claw is provided on the outer surface of the renovated trough made of FRP, a receiving device is provided on the existing open channel made of concrete, and the rehabilitated trough is hooked on the inner peripheral surface of the existing open channel and rehabilitated (A) is a side view, (b) is a side view. 更生トラフ外面にFRPハンドレイアップ法で固定された掛け具であり、(a)は平面図、(b)は側面図、(c)は爪部の別の一例の側面図である。It is the hanging tool fixed to the outer surface of the rehabilitation trough by the FRP hand layup method, (a) is a plan view, (b) is a side view, and (c) is a side view of another example of the claw portion. 受け具の一例であり、(a)はU字形状の受け具がアンカーボルトで既設開水路内周面に固定されたものの側面図、(b)は2個のアンカーボルトの間に金属製受け部を設けたものの側面図、(c)は受け部が柔軟な合成樹脂繊維の織布であるものの側面図である。It is an example of a receiving device, (a) is a side view of a U-shaped receiving device fixed to an inner peripheral surface of an existing open channel with anchor bolts, and (b) is a metal receiving device between two anchor bolts. The side view of what provided the part, (c) is a side view of what the receiving part is a woven fabric of a flexible synthetic resin fiber.

符号の説明Explanation of symbols

1 FRP製更生トラフ
2 掛け具
21 根本部
22 爪部
3 ハンドレイアップされたFRP
4 既存開水路
5 受け具
51 脚部
52 受け部
6 裏込め材(モルタル)
DESCRIPTION OF SYMBOLS 1 Rehabilitation trough made from FRP 2 Hang 21 Root part 22 Claw part 3 Hand laid-up FRP
4 Existing open channel 5 Receptor 51 Leg 52 Receiving part 6 Backfill material (mortar)

Claims (1)

開水路の内周面に設けられる更生トラフの外側面に更生トラフの長さ方向に沿って爪付き掛け具を設け、開水路の内周面に上記掛け具の爪を受ける受け具を設け、更生トラフを開水路に沿って軸方向に移動して、掛け具の爪を受け具に掛けて更生トラフを開水路内周面に掛止し、更生トラフと開水路内周面との間に未硬化の液状モルタルを打設してこれを硬化させることを特徴とする開水路更生工法。
A hook with a claw is provided along the length direction of the rehabilitation trough on the outer surface of the rehabilitation trough provided on the inner peripheral surface of the open channel, and a receiver for receiving the nail of the hanger is provided on the inner peripheral surface of the open channel. Move the rehabilitation trough in the axial direction along the open channel, hook the hook of the hanger on the receiving device, hook the rehabilitation trough to the inner surface of the open channel, and between the rehabilitation trough and the inner surface of the open channel An open channel rehabilitation method characterized by placing uncured liquid mortar and curing it.
JP2004116135A 2004-04-09 2004-04-09 Open channel renovating method Pending JP2005299198A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008025181A (en) * 2006-07-20 2008-02-07 Sekisui Chem Co Ltd Structure of rehabilitated water way, and rehabilitation method for water way
JP2008045306A (en) * 2006-08-11 2008-02-28 Sekisui Chem Co Ltd Structure of rehabilitated waterway, and rehabilitation method for waterway
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 (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008025181A (en) * 2006-07-20 2008-02-07 Sekisui Chem Co Ltd Structure of rehabilitated water way, and rehabilitation method for water way
JP2008045306A (en) * 2006-08-11 2008-02-28 Sekisui Chem Co Ltd Structure of rehabilitated waterway, and rehabilitation method for waterway
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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