JP7406411B2 - U-shaped groove installation method and U-shaped groove structure - Google Patents

U-shaped groove installation method and U-shaped groove structure Download PDF

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JP7406411B2
JP7406411B2 JP2020042388A JP2020042388A JP7406411B2 JP 7406411 B2 JP7406411 B2 JP 7406411B2 JP 2020042388 A JP2020042388 A JP 2020042388A JP 2020042388 A JP2020042388 A JP 2020042388A JP 7406411 B2 JP7406411 B2 JP 7406411B2
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shaped groove
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幸夫 阿部
剛男 原田
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Nippon Steel Metal Products Co Ltd
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Description

本発明は、U字溝の設置方法及びそのU字溝の設置方法で設置されたU字溝構造に関するものである。 The present invention relates to a U-shaped groove installation method and a U-shaped groove structure installed by the U-shaped groove installation method.

従来、水路及び排水路等に用いられる土木資材としてU字溝が知られている。U字溝に用いられる材質としては、コンクリートや合成樹脂、鋼材が一般的に用いられている。また、一般的には、U字溝の設置方法(施工方法)としては、水を移動又は流下させたい地盤面を開削して溝を作り、そこにU字溝を設置し、その後、U字溝と開削面との間に隙間ができないように、地盤面を締め固めて施工されている。 Conventionally, U-shaped ditches have been known as civil engineering materials used for waterways, drainage channels, and the like. Concrete, synthetic resin, and steel are generally used as materials for the U-shaped groove. In general, the installation method (construction method) of a U-shaped groove is to excavate the ground surface where you want water to move or flow, create a groove, install a U-shaped groove there, and then install a U-shaped groove. Construction is done by compacting the ground surface so that there are no gaps between the trench and the cut surface.

例えば、コンクリート製のU字溝としては、特許文献1に、底面11から略垂直に立設されている対向する側壁12のうちいずれか一方若しくは両方における長手方向20所定中間位置に、底面11から上方へいくにしたがって外側へ傾斜した所定幅を有する斜面部13が形成されている略U字型のコンクリートフリューム10が開示されている(特許文献1の明細書の段落[0020]~[0026]、図面の図1~図5等参照)。 For example, as for a U-shaped groove made of concrete, Patent Document 1 discloses that from the bottom surface 11 to a predetermined intermediate position in the longitudinal direction 20 of one or both of the opposing side walls 12 standing approximately perpendicularly from the bottom surface 11. A substantially U-shaped concrete flume 10 is disclosed in which a slope portion 13 having a predetermined width that slopes outward toward the top is formed (paragraphs [0020] to [0026] of the specification of Patent Document 1). , see Figures 1 to 5 of the drawings, etc.).

特許文献1に記載のU字溝は、地盤面を開削して溝を作り、そこにコンクリートフリューム10が設置される。このU字溝は、水路周辺に生息する生物がU字溝に落下する可能性があるが、斜面部13有していることで、この斜面部13を使って落下した生物が、自力で脱出することが可能となるというものである。 In the U-shaped groove described in Patent Document 1, a groove is created by excavating the ground surface, and the concrete flume 10 is installed in the groove. There is a possibility that creatures living around the waterway will fall into this U-shaped groove, but since it has a sloped part 13, creatures that have fallen using this sloped part 13 can escape on their own. This means that it will be possible to do so.

また、樹脂製のU字溝としては、特許文献2に、合成樹脂を主原料とし、底壁14と底壁の幅方向両側端から立ち上がる側壁16とを有する溝本体12を備え、溝本体の底部には、幅方向に張り出して長手方向に延びる土圧受け部34が連結されるU字溝10が開示されている(特許文献2の明細書の段落[0041]~[0060]、図面の図1,図10等参照)。 Further, as a U-shaped groove made of resin, Patent Document 2 discloses a groove main body 12 made of synthetic resin as the main raw material and having a bottom wall 14 and side walls 16 rising from both ends of the bottom wall in the width direction. A U-shaped groove 10 is disclosed at the bottom to which an earth pressure receiving part 34 that extends in the width direction and extends in the longitudinal direction is connected (see paragraphs [0041] to [0060] of the specification of Patent Document 2, and the drawings). (See Figure 1, Figure 10, etc.)

特許文献2に記載のU字溝10も、特許文献1のU字溝と同様に、地盤面を開削して溝を作り、そこにU字溝10が設定される。このU字溝10は、側壁に土圧が作用し、側壁が内側に倒れ込もうとするが、前記土圧受け部が地盤によって係止されることで、倒れ込みを低減することができるというものである。 Similarly to the U-shaped groove of Patent Document 1, the U-shaped groove 10 described in Patent Document 2 is also formed by excavating the ground surface, and the U-shaped groove 10 is set there. In this U-shaped groove 10, earth pressure acts on the side walls and the side walls tend to collapse inward, but the collapse can be reduced by the earth pressure receiving portion being locked by the ground. It is.

そして、鋼製のU字溝としては、本願出願人が提案した特許文献3に、波付け鋼板製であって、前記波付け鋼板の波形状を設計する際に、底部が、両側壁外面から水平に作用する外圧により座屈する時の全体座屈相当圧力と、前記外圧により降伏する時の降伏応力とが等しくなるように、底部直線部の長さと波の深さを設定する波付鋼板フリューム1が開示されている(特許文献3の明細書の段落[0022]~[0039]、図面の図1~図7等参照)。 The U-shaped groove made of steel is made of a corrugated steel plate according to Patent Document 3 proposed by the applicant, and when designing the corrugated shape of the corrugated steel plate, the bottom part is separated from the outer surface of both side walls. A corrugated steel flume whose bottom straight part length and wave depth are set so that the overall buckling equivalent pressure when it buckles due to horizontally acting external pressure is equal to the yield stress when it yields due to the external pressure. 1 is disclosed (see paragraphs [0022] to [0039] of the specification of Patent Document 3, FIGS. 1 to 7 of the drawings, etc.).

特許文献3に記載の波付鋼板フリューム1も、地盤面を開削して溝を作り、そこにU字溝である波付鋼板フリューム1が設置される。この波付鋼板フリューム1は、波付鋼板フリュームの強度と鋼材使用量との関係で効率的な断面形状(波形状)とすることができ、側壁に作用する土圧に対して、最も合理的な構造となっている。 The corrugated steel plate flume 1 described in Patent Document 3 also excavates the ground surface to create a groove, and the corrugated steel plate flume 1, which is a U-shaped groove, is installed there. This corrugated steel flume 1 can have an efficient cross-sectional shape (wave shape) in relation to the strength of the corrugated steel flume and the amount of steel used, and is the most rational for the earth pressure acting on the side wall. It has a structure.

一方、近年、豪雨災害の多発により、排水路等を設計する際、時間当たり降雨量を従来よりも上げて設計する場合が増えてきている。このとき、既存の排水路では要求する排水能力を確保することができず、新たにU字溝などを増設することになる。対策すべき箇所は、相当な数に上り、また、豪雨災害を繰り返さないためにも速やかな対応が求められている。 On the other hand, due to the frequent occurrence of heavy rain disasters in recent years, when designing drainage channels, etc., the number of cases in which the amount of rainfall per hour is increased compared to the past is increasing. At this time, the existing drainage channels cannot provide the required drainage capacity, and a new U-shaped groove or the like will have to be added. There are a considerable number of areas that need to be addressed, and prompt action is required to prevent a repeat of heavy rain disasters.

しかし、特許文献1~3に記載したような従来のU字溝は、材質に関わらず、すべて地盤面を開削して溝を作り、そこにU字溝を設置する施工法が取られていた。特に、U字溝を既設道路の盛土斜面や切土斜面に新たに設置する場合、重機が入れず、斜面上での人力開削となるため、U字溝を収める溝を掘るのは相当な労力が掛かり、工事がなかなか進まないという問題が生じていた。 However, all conventional U-shaped grooves as described in Patent Documents 1 to 3, regardless of the material, were constructed by excavating the ground surface to create a groove, and then installing the U-shaped groove there. . In particular, when installing a new U-shaped groove on an embankment slope or cut slope of an existing road, heavy machinery cannot enter and the slope must be excavated manually, so digging a groove to accommodate the U-shaped groove is a considerable amount of labor. The problem was that the construction work was slow to progress.

また、従来のU字溝は地盤面を開削し、そこに設置していたため、U字溝の側面に土圧が作用することから、コンクリート製の場合はU字溝の厚さを大きくし、合成樹脂製や鋼製の場合は波付けやリブ等を付与する必要が生じ、材料のコストアップとなるという問題が生じていた。 In addition, since conventional U-shaped grooves were installed by excavating the ground surface, earth pressure acts on the sides of the U-shaped groove, so if it is made of concrete, the thickness of the U-shaped groove should be increased. In the case of synthetic resin or steel, it is necessary to add corrugations, ribs, etc., resulting in an increase in the cost of the material.

特開2011-157744号公報Japanese Patent Application Publication No. 2011-157744 特開2016-188463号公報Japanese Patent Application Publication No. 2016-188463 国際公開第2013/002095号International Publication No. 2013/002095

そこで、本発明は、前述した問題に鑑みて案出されたものであり、その目的とするところは、開削作業を無くして工期短縮を達成し、人が誤って転落するリスクを低減するとともに、土圧に対抗するための対策を低減してコストダウンを達成することができるU字溝の設置方法及びU字溝構造を提供することにある。 Therefore, the present invention was devised in view of the above-mentioned problems, and its purpose is to eliminate the excavation work, shorten the construction period, reduce the risk of people accidentally falling, and It is an object of the present invention to provide a method for installing a U-shaped groove and a U-shaped groove structure that can reduce costs by reducing measures to counter earth pressure.

第1発明に係るU字溝の設置方法は、断面略U字状のU字溝を、地表面の掘削作業をしないでそのまま設置面である地表面の上に載置するU字溝載置工程と、前記U字溝を前記地表面の上に露出した状態で前記設置面に固定するU字溝固定工程と、を有し、更に前記U字溝固定工程は、前記U字溝の両側に自立する籠体の固定物を設置して前記U字溝を挟み込んで、前記固定物の重量で前記U字溝を固定して、前記U字溝を支持する固定物設置工程を有することを特徴とする。 The method for installing a U-shaped groove according to the first invention is a U-shaped groove installation method in which a U-shaped groove having a substantially U-shaped cross section is placed on the ground surface as an installation surface without excavating the ground surface . and a U-shaped groove fixing step of fixing the U-shaped groove to the installation surface with the U-shaped groove exposed above the ground surface. A fixing object installation step of installing a self-supporting cage body fixing object to sandwich the U-shaped groove, fixing the U-shaped groove with the weight of the fixing object, and supporting the U-shaped groove. Features.

発明に係るU字溝の設置方法は、第発明において、前記固定物設置工程は、籠体を前記設置面に載置する籠体載置工程と、前記籠体に石礫又は土砂を充填する中詰め材充填工程と、を有することを特徴とする。 In the method for installing a U-shaped groove according to a second invention, in the first invention, the fixed object installation step includes a cage mounting step of mounting a cage on the installation surface, and a step of placing a cage on the cage with stones, gravel or earth. It is characterized by having a filling material filling process of filling.

発明に係るU字溝の設置方法は、第発明において、前記設置面は、斜面であり、前記固定物設置工程は、籠体を前記斜面に載置する籠体載置工程と、前記籠体に石礫又は土砂を充填する中詰め材充填工程と、前記斜面に前記籠体を固定する籠体固定工程を有することを特徴とする。 In the method for installing a U-shaped groove according to a third aspect of the invention, in the first aspect, the installation surface is a slope, and the fixed object installation step includes a cage mounting step of placing the cage on the slope; The present invention is characterized by comprising a filler filling step of filling the cage with gravel or earth and sand, and a cage fixing step of fixing the cage to the slope.

発明に係るU字溝の設置方法は、第発明において、前記設置面は、斜面であり、前記固定物設置工程は、前記U字溝を載置する両側の前記斜面を階段状に整地する整地工程と、籠体を前記整地工程で階段状に整地した階段状斜面に載置する籠体載置工程と、前記籠体に石礫又は土砂を充填する中詰め材充填工程と、を有することを特徴とする。 In the method for installing a U-shaped groove according to a fourth aspect of the invention, in the first aspect, the installation surface is a slope, and the step of installing the fixed object is to form the slopes on both sides on which the U-shaped groove is placed into a step-like shape. a step of leveling the ground; a step of placing the cage on a step-like slope leveled in the step of leveling the ground; a filling step of filling the cage with gravel or earth; It is characterized by having the following.

発明に係るU字溝構造は、鋼板からなる略断面U字状のU字溝を備え、請求項1ないしのいずれか1項に記載のU字溝の設置方法により設置されたことを特徴とする。 A U-shaped groove structure according to a fifth aspect of the present invention includes a U-shaped groove made of a steel plate and having a substantially U-shaped cross section, and is installed by the method for installing a U-shaped groove according to any one of claims 1 to 4 . It is characterized by

発明に係るU字溝構造は、樹脂からなる断面略U字状のU字溝を備え、請求項1ないしのいずれか1項に記載のU字溝の設置方法により設置されたことを特徴とする。 A U-shaped groove structure according to a sixth aspect of the invention includes a U-shaped groove made of resin and having a substantially U-shaped cross section, and is installed by the U-shaped groove installation method according to any one of claims 1 to 4 . It is characterized by

第1発明~第発明によれば、設置面である地盤面を開削せずにU字溝を設置できるため、大幅な工期短縮を達成して施工費も低減することができる。また、第1発明~第発明によれば、設置面である地盤面の上にU字溝を設置するので、U字溝の側面に土圧が作用せず、土圧に抵抗するための増厚、波付け、リブ等の付与が不要となり、材料のコストダウンによりU字溝の工事全体のコストダウンを達成することができる。 According to the first to sixth inventions, since the U-shaped groove can be installed without excavating the ground surface, which is the installation surface, it is possible to significantly shorten the construction period and reduce construction costs. Furthermore, according to the first to sixth inventions, since the U-shaped groove is installed on the ground surface, which is the installation surface, earth pressure does not act on the sides of the U-shaped groove, and it is difficult to resist earth pressure. There is no need to thicken, corrugate, add ribs, etc., and the cost of materials can be reduced, which can reduce the cost of the entire U-shaped groove construction.

特に、第発明によれば、固定物によりU字溝を支持するので、U字溝を設置固定することが容易であるとともに、U字溝を流れる水などの流体圧(水圧)がU字溝の側面に作用しても、自立した固定物によりU字溝のはらみ出しを抑制することができる。 In particular, according to the first invention, since the U-shaped groove is supported by a fixed object, it is easy to install and fix the U-shaped groove, and the fluid pressure (water pressure) of water flowing through the U-shaped groove is Even if it acts on the side surface of the groove, the U-shaped groove can be prevented from protruding by the self-supporting fixed object.

特に、第発明によれば、U字溝を固定する際の固定物として籠体を用いるので、施工性が極めて良く工期短縮によるコストダウンを達成することができるとともに、長期にわたり形状を保持することができ長期安定性が向上する。また、第3発明によれば、使用材料が比較的安価であるため、その点でもコストダウンを達成することができる。 In particular, according to the second invention, since the cage is used as a fixing object when fixing the U-shaped groove, it is extremely easy to construct and can reduce costs by shortening the construction period, as well as retaining the shape for a long period of time. It can improve long-term stability. Furthermore, according to the third invention, since the materials used are relatively inexpensive, cost reduction can also be achieved in this respect.

特に、第発明によれば、設置面が斜面となる場合であっても、固定物である籠体が斜面上を滑り落ちて下に移動する危険を防止することができる。 In particular, according to the third invention, even when the installation surface is a slope, it is possible to prevent the cage, which is a fixed object, from sliding down the slope and moving downward.

特に、第発明によれば、籠体を階段状に積み上げることで、斜面上を籠体が滑り落ちていくような移動を防止することができる。また、第発明によれば、籠体の設置面を階段状に整地する際土砂が発生するが、その土砂は籠体の中詰め材として利用でき、土砂の処分費用を低減することもできる。その上、第発明によれば、U字溝の両側に階段状の籠体が構築されるため、そこを作業足場とすることで、U字溝の設置や取替え、点検等がやり易くなる利点も有する。 In particular, according to the fourth invention, by stacking the cages in a stair-like manner, it is possible to prevent the cages from sliding down the slope. Further, according to the fourth invention, although earth and sand are generated when leveling the surface on which the cage is installed in a step-like manner, the earth and sand can be used as filling material for the cage, and the cost of disposing of the earth and sand can be reduced. . Moreover, according to the fourth aspect of the invention, since step-like cage bodies are constructed on both sides of the U-shaped groove, by using the stepped cage bodies as work scaffolding, it becomes easier to install, replace, inspect, etc. the U-shaped groove. It also has advantages.

発明によれば、前記作用効果に加え、U字溝を鋼製とすることで、軽量化が図られ、施工スピードが向上し、工期短縮によるコストダウンを達成することができる。 According to the fifth invention, in addition to the above-mentioned effects, by making the U-shaped groove made of steel, weight reduction can be achieved, construction speed can be improved, and cost reduction can be achieved by shortening the construction period.

発明によれば、前記作用効果に加え、U字溝を樹脂製とすることで、鋼板からなるU字溝と比べても軽量化が図られ、さらに施工スピードが向上し、工期短縮によるコストダウンを達成することができる。 According to the sixth invention, in addition to the above-mentioned effects, by making the U-shaped groove made of resin, it is lighter in weight compared to a U-shaped groove made of steel plate, and the construction speed is improved, resulting in a shorter construction period. Cost reduction can be achieved.

図1は、本発明の第1実施形態に係るU字溝の設置方法で設置したU字溝構造を示す鉛直断面図である。FIG. 1 is a vertical sectional view showing a U-shaped groove structure installed by the U-shaped groove installation method according to the first embodiment of the present invention. 図2は、同上のU字溝構造を示す斜視図である。FIG. 2 is a perspective view showing the U-shaped groove structure same as above. 図3は、第1実施形態に係るU字溝の設置方法で設置したU字溝構造の変形例を示す鉛直断面図である。FIG. 3 is a vertical sectional view showing a modification of the U-shaped groove structure installed by the U-shaped groove installation method according to the first embodiment. 図4は、本発明の第2実施形態に係るU字溝の設置方法で設置したU字溝構造を示す鉛直断面図である。FIG. 4 is a vertical sectional view showing a U-shaped groove structure installed by the U-shaped groove installation method according to the second embodiment of the present invention. 図5は、同上のU字溝構造のU字溝単体を示す斜視図である。FIG. 5 is a perspective view showing a single U-shaped groove having the same U-shaped groove structure as above. 図6は、第2実施形態に係るU字溝の設置方法で設置したU字溝構造を示す側面図である。FIG. 6 is a side view showing a U-shaped groove structure installed by the U-shaped groove installation method according to the second embodiment. 図7は、本発明の第3実施形態に係るU字溝の設置方法で設置したU字溝構造を示す鉛直断面図である。FIG. 7 is a vertical sectional view showing a U-shaped groove structure installed by the U-shaped groove installation method according to the third embodiment of the present invention. 図8は、第3実施形態に係るU字溝の設置方法で設置したU字溝構造を示す側面図である。FIG. 8 is a side view showing a U-shaped groove structure installed by the U-shaped groove installation method according to the third embodiment. 図9は、本発明の第4実施形態に係るU字溝の設置方法で設置したU字溝構造を示す鉛直断面図である。FIG. 9 is a vertical sectional view showing a U-shaped groove structure installed by the U-shaped groove installation method according to the fourth embodiment of the present invention. 図10は、第4実施形態に係るU字溝の設置方法で設置したU字溝構造を示す側面図である。FIG. 10 is a side view showing a U-shaped groove structure installed by the U-shaped groove installation method according to the fourth embodiment. 図11は、第4実施形態に係るU字溝の設置方法のU字溝載置工程を示す工程説明図である。FIG. 11 is a process explanatory diagram showing a U-shaped groove mounting step of the U-shaped groove installation method according to the fourth embodiment. 図12は、第4実施形態に係るU字溝の設置方法の整地工程及び籠体載置工程を示す工程説明図である。FIG. 12 is a process explanatory diagram showing the ground leveling process and the cage mounting process of the U-shaped groove installation method according to the fourth embodiment.

以下、本発明の実施形態に係るU字溝の設置方法及びそのU字溝の設置方法で設置されるU字溝構造について、図面を参照しながら詳細に説明する。 Hereinafter, a U-shaped groove installation method and a U-shaped groove structure installed by the U-shaped groove installation method according to an embodiment of the present invention will be described in detail with reference to the drawings.

[第1実施形態]
図1,図2を用いて、本発明の第1実施形態に係るU字溝の設置方法について説明する。図1は、本発明の第1実施形態に係るU字溝の設置方法で設置したU字溝構造10を示す鉛直断面図であり、図2は、図1のU字溝構造10を示す斜視図である。図1,図2に示すように、第1実施形態に係るU字溝の設置方法では、鋼板からなる断面略U字状のU字溝U1を備えたU字溝構造10を構築する場合を例示して説明する。
[First embodiment]
A method for installing a U-shaped groove according to a first embodiment of the present invention will be described with reference to FIGS. 1 and 2. FIG. 1 is a vertical sectional view showing a U-shaped groove structure 10 installed by the U-shaped groove installation method according to the first embodiment of the present invention, and FIG. 2 is a perspective view showing the U-shaped groove structure 10 of FIG. 1. It is a diagram. As shown in FIGS. 1 and 2, in the U-shaped groove installation method according to the first embodiment, a U-shaped groove structure 10 including a U-shaped groove U1 having a substantially U-shaped cross section made of a steel plate is constructed. This will be explained with an example.

(U字溝載置工程)
本発明の第1実施形態に係るU字溝の設置方法では、先ず、U字溝U1を設置面である地表面G1の上に載置するU字溝載置工程を行う。このとき、U字溝U1を地表面G1の上にそのまま載置するだけである。なお、設置面に不陸がある場合、U字溝を載置するに当たり、設置面に対して多少の盛り切り、調整を行うことがあるが、この程度の整地作業を施しても本実施形態に含まれるものとする。すなわち、本発明における、そのまま載置とは、U字溝本体を設置面に収容する程度の大きな掘削を要しないとの主旨であり、この主旨を逸脱しない範囲で種々の改変が可能である。
(U-shaped groove placement process)
In the U-shaped groove installation method according to the first embodiment of the present invention, first, a U-shaped groove mounting step is performed in which the U-shaped groove U1 is placed on the ground surface G1, which is the installation surface. At this time, the U-shaped groove U1 is simply placed on the ground surface G1. In addition, if the installation surface is uneven, the installation surface may be slightly raised or adjusted when placing the U-shaped groove, but even if this level of land leveling work is performed, this embodiment will not work. shall be included in. That is, in the present invention, the meaning of "installation as is" is that there is no need for large excavation to accommodate the U-shaped groove main body on the installation surface, and various modifications can be made without departing from this spirit.

これに対して、従来のU字溝の設置方法では、U字溝の材質に関わらず、地盤の地表面G1を開削(掘削)して溝を作り、その溝にU字溝を収容して設置する方法が取られていた。このため、地盤面に溝を掘る作業に時間と労力がかかり、コストアップの要因となっていた。 On the other hand, in the conventional method of installing a U-shaped groove, regardless of the material of the U-shaped groove, a groove is created by excavating the ground surface G1 of the ground, and the U-shaped groove is accommodated in the groove. A method was taken to install it. For this reason, digging trenches in the ground requires time and effort, which increases costs.

その上、U字溝を既設道路の盛土斜面や切土斜面に新たに設置する場合、勾配の大きい斜面においては重機での掘削作業ができず、斜面上での人力での掘削作業となっていた。このため、設置面が斜面の場合、U字溝を収めることが可能な大きさの溝を掘るのは相当な労力が掛かり、工事がなかなか進まないという問題が生じていた。 Furthermore, when installing a new U-shaped trench on an embankment slope or a cut slope of an existing road, heavy equipment cannot be used to excavate on steep slopes, and excavation work must be carried out manually on the slope. Ta. For this reason, when the installation surface is a slope, it takes considerable effort to dig a trench large enough to accommodate the U-shaped trench, creating the problem that construction progress is slow.

なお、本工程で設置するU字溝U1としては、溝内を流れる流体(例えば、雨水などの排水)の圧力に対抗可能な所定厚の鋼板(一般には、熱間圧延軟鋼板SPHCからなる板厚1.6mm~4.0mm程度の鋼板)から断面略U字状に成形された鋼製のU字フリュームを例示している。また、U字溝U1は、防錆のため溶融亜鉛めっきでめっき処理が施されている。勿論、U字溝U1に施す防錆上の表面処理は、防錆塗料などの塗装処理を施すだけでも構わない。 Note that the U-shaped groove U1 installed in this process is a steel plate (generally, a plate made of hot-rolled mild steel plate SPHC) that has a predetermined thickness that can withstand the pressure of the fluid flowing in the groove (for example, drainage water such as rainwater). A steel U-shaped flume formed from a steel plate (approximately 1.6 mm to 4.0 mm thick) with a substantially U-shaped cross section is illustrated. Further, the U-shaped groove U1 is subjected to a hot-dip galvanizing treatment for rust prevention. Of course, the antirust surface treatment applied to the U-shaped groove U1 may be simply a coating treatment such as antirust paint.

このU字溝U1は、図1,図2に示すように、断面略U字状のU字フリューム本体11と、このU字フリューム本体11の上端の縁に沿って外側に張り出したフランジ12など、から構成されている。図示形態では、U字フリューム本体11とフランジ12とが一体のものを例示したが、U字フリューム本体11の上端に、山形鋼からなるL型アングルを取り付けるなど、フランジ12をU字フリューム本体11と別体とすることもできる。 As shown in FIGS. 1 and 2, this U-shaped groove U1 includes a U-shaped flume body 11 having a substantially U-shaped cross section, a flange 12 projecting outward along the upper edge of this U-shaped flume body 11, etc. , is composed of. In the illustrated embodiment, the U-shaped flume main body 11 and the flange 12 are integrated. It can also be a separate entity.

勿論、U字溝U1は、鋼製に限られず、コンクリート製や樹脂製であっても構わない。また、U字溝U1は、後述のように、波み付け加工(コルゲート加工)が施された波形鋼板から構成することにより、U字溝U1全体で鋼板を薄くすることができるため好ましい。 Of course, the U-shaped groove U1 is not limited to steel, and may be made of concrete or resin. Furthermore, as will be described later, the U-shaped groove U1 is preferably constructed from a corrugated steel plate subjected to corrugation processing (corrugation processing), since the steel plate can be made thinner in the entire U-shaped groove U1.

(U字溝固定工程)
次に、第1実施形態に係るU字溝の設置方法では、U字溝U1を設置面である地盤の地表面G1に固定するU字溝固定工程を行う。本実施形態では、切土や盛土などの土砂等からなる地盤の略水平又は緩やかに傾斜する地表面G1を想定している。但し、U字溝U1を設置する設置面は、切土や盛土以外の土砂面やコンクリート舗装されたような人工地盤であってもよいことは云うまでもない。
(U-shaped groove fixing process)
Next, in the U-shaped groove installation method according to the first embodiment, a U-shaped groove fixing step is performed in which the U-shaped groove U1 is fixed to the ground surface G1 of the ground, which is the installation surface. In this embodiment, the ground surface G1 is assumed to be approximately horizontal or gently sloped, and is made of earth and sand, such as cutting and embankment. However, it goes without saying that the installation surface on which the U-shaped groove U1 is installed may be an earth and sand surface other than cutting or embankment, or artificial ground such as concrete paving.

本工程では、前工程(U字溝載置工程)で地表面G1に載置したU字溝U1の底面に形成された固定用孔11aに、鋼棒からなる頭部13aを有する釘状の杭13を打設して地面に突き刺し、固定する。地表面G1の傾斜や水流で押し流されるなどにより、U字溝U1が地表面G1から滑り落ちて移動しないようにするためである。なお、固定用孔11aは、杭13の径より少し大きく、これに応じた孔に形成されている。勿論、杭13は、鋼棒などの鋼材に限られず、木製や樹脂製などどのような素材からなる杭であってもよいことは云うまでもない。 In this process, a nail-shaped nail having a head 13a made of a steel rod is inserted into the fixing hole 11a formed in the bottom of the U-shaped groove U1 placed on the ground surface G1 in the previous process (U-shaped groove mounting process). A pile 13 is driven into the ground and fixed. This is to prevent the U-shaped groove U1 from sliding off the ground surface G1 and moving due to the inclination of the ground surface G1 or being washed away by water current. Note that the fixing hole 11a is slightly larger than the diameter of the pile 13, and is formed in a corresponding hole. Of course, the stakes 13 are not limited to steel materials such as steel rods, and may be made of any material such as wood or resin.

また、杭13の頭部13aと固定用孔11aとの間に、リング状のゴムパッキン(図示せず)を介装させると、U字溝U1を流れる流体がこれらの隙間から漏れることを防止できるため好ましい。 Furthermore, if a ring-shaped rubber packing (not shown) is interposed between the head 13a of the pile 13 and the fixing hole 11a, the fluid flowing in the U-shaped groove U1 can be prevented from leaking from these gaps. It is preferable because it can be done.

その上、杭13の頭部13aを丸頭として頭部13aと流体との抵抗を低減したり、固定用孔11aを座ぐり孔として、頭部13aの上面と、U字フリューム本体11の底面とが略面一になるようにしたりしてもよい。 In addition, the head 13a of the pile 13 is made into a round head to reduce the resistance between the head 13a and the fluid, and the fixing hole 11a is made into a counterbore so that the upper surface of the head 13a and the bottom of the U-shaped flume body 11 It may be arranged so that the surfaces are substantially flush with each other.

なお、U字溝固定工程として、U字溝U1の底面に形成された固定用孔11aに杭13を打設して固定する場合を説明したが、図3に示すように、U字溝U1の両側のフランジ12を鋼棒からなるフック付き杭13’で固定してもよい。図3は、第1実施形態に係るU字溝の設置方法で設置した変形例に係るU字溝構造10’を示す鉛直断面図である。変形例に係るU字溝構造10’によれば、前述のゴムパッキン等の漏水処理を行わなくて済むというメリットがある。 In addition, as the U-shaped groove fixing process, the case where the stake 13 is driven into the fixing hole 11a formed on the bottom surface of the U-shaped groove U1 and fixed has been described, but as shown in FIG. 3, the U-shaped groove U1 The flanges 12 on both sides may be fixed with hooked stakes 13' made of steel rods. FIG. 3 is a vertical sectional view showing a U-shaped groove structure 10' according to a modified example installed by the U-shaped groove installation method according to the first embodiment. According to the U-shaped groove structure 10' according to the modified example, there is an advantage that there is no need to perform water leakage treatment such as the above-mentioned rubber packing.

(はらみ出し抑制部材設置工程)
次に、第1実施形態に係るU字溝の設置方法では、前工程(U字溝固定工程)で地表面G1に固定したU字溝U1のフランジ12,12間に、はらみ出し抑制部材であるストラット14を架け渡して設置するはらみ出し抑制部材設置工程を行う。本工程が終了することにより、第1実施形態に係るU字溝の設置方法によるU字溝の設置工事の施工が完了する。
(Protrusion suppression member installation process)
Next, in the U-shaped groove installation method according to the first embodiment, a protrusion suppressing member is installed between the flanges 12, 12 of the U-shaped groove U1 fixed to the ground surface G1 in the previous step (U-shaped groove fixing step). A protrusion suppressing member installation process is performed in which a certain strut 14 is installed over a span. By completing this step, the U-shaped groove installation work according to the U-shaped groove installation method according to the first embodiment is completed.

具体的には、本工程では、フランジ12,12に形成されたボルト孔12aにボルトB1を挿通してストラット14をフランジ12,12間にボルト接合して固定、設置する。勿論、ストラット14とフランジ12との接合は、ボルト接合に限られず、リベット接合や溶接接合で固定してもよいことは云うまでもない。 Specifically, in this step, bolts B1 are inserted into bolt holes 12a formed in the flanges 12, 12, and the struts 14 are bolted and fixed between the flanges 12, 12. Of course, the connection between the struts 14 and the flanges 12 is not limited to bolt connection, and it goes without saying that they may be fixed by riveting or welding.

なお、はらみ出し抑制部材として図示したストラット14は、一般構造用圧延鋼材(SS400)からなるL=50mm×50mm×4mmの山形鋼(L型アングル)を例示している。勿論、本発明に係るはらみ出し抑制部材は、山形鋼やフラットバーなどの鋼材に限られず、流体の圧力等の影響でU字フリューム本体11の側面が外側にはらんで膨らみ、フランジ12,12同士の間隔が広がる力に対抗できれば、どのような素材であっても構わない。 The struts 14 illustrated as protrusion suppressing members are exemplified by angle irons (L-shaped angles) of L=50 mm x 50 mm x 4 mm made of general structural rolled steel (SS400). Of course, the protrusion suppressing member according to the present invention is not limited to steel materials such as angle iron or flat bars, and the side surface of the U-shaped flume body 11 bulges outward due to the influence of fluid pressure, etc., and the flanges 12, 12 It doesn't matter what material it is made of, as long as it can resist the force that increases the distance between them.

このはらみ出し抑制部材設置工程は、前述のU字溝載置工程前に行って、予めU字溝U1にストラット14を取り付けてもよい。ボルト孔12aが設けられている位置と固定用孔11aが設けられている位置とが、U字溝U1の長手方向においてずれていれば、U字溝固定工程で杭13を打設する際に支障がないからである。 This protrusion suppressing member installation process may be performed before the above-mentioned U-shaped groove mounting process, and the struts 14 may be attached to the U-shaped groove U1 in advance. If the position where the bolt hole 12a is provided and the position where the fixing hole 11a is provided are shifted in the longitudinal direction of the U-shaped groove U1, when driving the pile 13 in the U-shaped groove fixing process, This is because there is no problem.

また、本工程は、省略してフランジ12,12間にストラット14を架設しなくてもよい。U字溝U1の規模や設置状況により、U字溝U1の強度だけで、流体の圧力等の影響でU字フリューム本体11の側面が外側にはらんで膨らむことに対抗できる場合があるからである。但し、はらみ出し抑制部材としてストラット14を設けた場合の方が、設けない場合より、U字フリューム本体11の全体の板厚を薄くすることができ、材料費を低減できるため好ましい。 Further, this step may be omitted and the strut 14 may not be installed between the flanges 12, 12. Depending on the scale and installation conditions of the U-shaped groove U1, the strength of the U-shaped groove U1 alone may be able to resist the side surfaces of the U-shaped flume body 11 from bulging outward due to the influence of fluid pressure, etc. be. However, it is preferable to provide the struts 14 as the protrusion suppressing member, since the overall thickness of the U-shaped flume body 11 can be made thinner than when the struts 14 are not provided, and the material cost can be reduced.

以上説明した、第1実施形態に係るU字溝の設置方法によれば、U字溝載置工程で、地表面G1の上にU字溝U1をそのまま載置し、U字溝固定工程でU字溝U1を地表面G1に固定するだけでU字溝の設置工事が完了する。このため、従来のU字溝の設置方法で必要であった地盤面にU字溝が収容できるような溝を掘る作業を全部省略してこれらの作業にかかる時間を短縮することができる。よって、本実施形態に係るU字溝の設置方法によれば、従来のU字溝の設置方法と比べて、設置時間を大幅に短縮して大幅なコストダウンを達成することができる。 According to the U-shaped groove installation method according to the first embodiment described above, the U-shaped groove U1 is placed as it is on the ground surface G1 in the U-shaped groove mounting process, and the U-shaped groove U1 is placed as it is on the ground surface G1 in the U-shaped groove fixing process. The U-shaped groove installation work is completed by simply fixing the U-shaped groove U1 to the ground surface G1. Therefore, the work of digging a trench in the ground surface capable of accommodating the U-shaped trench, which is necessary in the conventional method of installing a U-shaped trench, can be completely omitted, and the time required for these works can be shortened. Therefore, according to the U-shaped groove installation method according to the present embodiment, compared to the conventional U-shaped groove installation method, the installation time can be significantly shortened and a significant cost reduction can be achieved.

また、第1実施形態に係るU字溝の設置方法によれば、設置面である地表面G1の上にU字溝U1を設置するので、U字溝U1の側面に土圧が作用せず、土圧に抵抗するための増厚、波付け、リブ等の付与が不要となる。このため、U字フリューム本体11を薄くすることができ、U字溝U1の材料費のコストダウンによりU字溝U1設置工事全体のコストダウンを達成することができる。 Furthermore, according to the U-shaped groove installation method according to the first embodiment, since the U-shaped groove U1 is installed on the ground surface G1, which is the installation surface, earth pressure does not act on the side surfaces of the U-shaped groove U1. , it becomes unnecessary to add thickening, corrugation, ribs, etc. to resist earth pressure. Therefore, the U-shaped flume main body 11 can be made thinner, and the cost of the materials for the U-shaped groove U1 can be reduced, thereby achieving a cost reduction of the entire U-shaped groove U1 installation work.

[第2実施形態]
次に、図4~図6を用いて、本発明の第2実施形態に係るU字溝の設置方法について説明する。図4は、本発明の第2実施形態に係るU字溝の設置方法で設置したU字溝構造20を示す鉛直断面図であり、図5は、図4のU字溝構造20のU字溝U2単体を示す斜視図である。また、図6は、U字溝構造20を示す側面図である。第2実施形態に係るU字溝の設置方法では、鋼板からなる断面略U字状のU字溝U2と、U字溝U2の設置面に自立する固定物と、を備えたU字溝構造20を設置面である地表面G1に沿って構築する場合を例示して説明する。
[Second embodiment]
Next, a method for installing a U-shaped groove according to a second embodiment of the present invention will be explained using FIGS. 4 to 6. FIG. 4 is a vertical sectional view showing the U-shaped groove structure 20 installed by the U-shaped groove installation method according to the second embodiment of the present invention, and FIG. 5 is a vertical sectional view of the U-shaped groove structure 20 of FIG. FIG. 3 is a perspective view showing a single groove U2. Moreover, FIG. 6 is a side view showing the U-shaped groove structure 20. In the U-shaped groove installation method according to the second embodiment, the U-shaped groove structure includes a U-shaped groove U2 made of a steel plate and having a substantially U-shaped cross section, and a fixed object that stands on its own on the installation surface of the U-shaped groove U2. 20 is constructed along the ground surface G1, which is the installation surface, as an example.

(U字溝載置工程)
本発明の第2実施形態に係るU字溝の設置方法では、前述の第1実施形態に係るU字溝の設置方法と同様に、先ず、U字溝U2を設置面である地表面G1の上に載置するU字溝載置工程を行う。このとき、U字溝U2を設置する地表面G1に沿ってU字溝U2をそのまま地表面G1上に載置するだけである。
(U-shaped groove placement process)
In the U-shaped groove installation method according to the second embodiment of the present invention, similarly to the U-shaped groove installation method according to the first embodiment described above, first, the U-shaped groove U2 is installed on the ground surface G1, which is the installation surface. A U-shaped groove mounting process is performed. At this time, the U-shaped groove U2 is simply placed on the ground surface G1 along the ground surface G1 on which the U-shaped groove U2 is installed.

なお、設置面に不陸がある場合、U字溝を載置するに当たり、設置面に対して多少の盛り切り、調整を行うことがあるが、この程度の整地作業であれば本実施形態に含まれるものとする。すなわち、本発明における、そのまま地表面G1上に載置とは、U字溝本体を地表面G1に収容する程度の大きな掘削を要しないとの主旨であり、この主旨を逸脱しない範囲で種々の改変が可能である。また、図示していないが、このときU字溝U2を図1に示した杭13等で設置面に仮固定することで、U字溝U2が横倒れするのを防止できる。 Note that if the installation surface is uneven, some amount of heaping or adjustment may be required to the installation surface when placing the U-shaped groove, but this embodiment is suitable for this level of land leveling work. shall be included. That is, in the present invention, placing it on the ground surface G1 as it is means that there is no need for large excavation to accommodate the U-shaped groove main body on the ground surface G1, and various methods may be used without departing from this idea. Modifications are possible. Further, although not shown, at this time, by temporarily fixing the U-shaped groove U2 to the installation surface with the stakes 13 shown in FIG. 1, etc., it is possible to prevent the U-shaped groove U2 from falling sideways.

また、本工程で設置するU字溝U2は、所定のピッチで波み付け加工(コルゲート加工)が施された波形鋼板(一般には、熱間圧延軟鋼板SPHCからなる板厚1.6mm~4.0mm程度の鋼板)からなり、その波形鋼板を断面略U字状に成形した波形鋼板のU字フリュームとなっている。そして、U字溝U2も、防錆のため溶融亜鉛めっきでめっき処理が施されている。勿論、U字溝U2に施す防錆上の表面処理は、防錆塗料などの塗装処理を施すだけでも構わない。 In addition, the U-shaped groove U2 installed in this process is made of a corrugated steel plate (generally made of hot-rolled mild steel plate SPHC with a thickness of 1.6 mm to 4 mm) that has been corrugated (corrugated) at a predetermined pitch. The U-shaped flume is made from a corrugated steel plate formed into a substantially U-shaped cross section. The U-shaped groove U2 is also plated with hot dip galvanization for rust prevention. Of course, the antirust surface treatment applied to the U-shaped groove U2 may be simply a coating treatment such as antirust paint.

このU字溝U2は、図5に示すように、断面略U字状のU字フリューム本体21と、このU字フリューム本体21の上端の縁に沿って外側に張り出したフランジ22など、から構成されている。図示形態では、U字フリューム本体21とフランジ22とが一体のものを例示したが、U字フリューム本体21の上端に、山形鋼からなるL型アングルを取り付けるなど、フランジ22をU字フリューム本体21と別体とすることもできる。 As shown in FIG. 5, this U-shaped groove U2 is composed of a U-shaped flume body 21 having a substantially U-shaped cross section, and a flange 22 projecting outward along the upper edge of this U-shaped flume body 21. has been done. In the illustrated embodiment, the U-shaped flume main body 21 and the flange 22 are integrated. It can also be made separate.

勿論、U字溝U2は、鋼製に限られず、コンクリート製や樹脂製であっても構わない。また、U字溝U2は、前述の波み付け加工が施されていないU字溝U1とすることもできる。その場合でも、板厚を厚くするなど設計に応じて適宜対応可能だからである。 Of course, the U-shaped groove U2 is not limited to steel, and may be made of concrete or resin. Moreover, the U-shaped groove U2 can also be made into the U-shaped groove U1 which is not subjected to the above-mentioned corrugation process. Even in that case, it is possible to take appropriate measures depending on the design, such as increasing the plate thickness.

また、U字溝U2,U2同士の接合は、図6に示すように、波形鋼板を一山分重ね合わせて、U字フリューム本体21の側面の長手方向の両端中央付近に設けられた長孔21aでボルト接合(図示せず)されている。U字溝U2,U2同士の接合箇所は、漏水防止のため、ゴム板からなるパッキンを介して接合されていることが好ましい。 In addition, as shown in FIG. 6, the U-shaped grooves U2 and U2 are joined to each other by overlapping the corrugated steel plates by one peak, and using elongated holes provided near the center of both longitudinal ends of the side surface of the U-shaped flume body 21. A bolt connection (not shown) is made at 21a. It is preferable that the joints between the U-shaped grooves U2 and U2 are joined via a packing made of a rubber plate in order to prevent water leakage.

(U字溝固定工程:固定物設置工程)
次に、第2実施形態に係るU字溝の設置方法では、U字溝U2を設置面である地盤の地表面G1に固定するU字溝固定工程を行う。但し、第2実施形態に係るU字溝の設置方法では、U字溝固定工程は、前述の第1実施形態に係るU字溝の設置方法のU字溝固定工程と相違して、U字溝U2の両側に自立する固定物23を設置してU字溝U2を支持する固定物設置工程となっている。
(U-shaped groove fixing process: Fixed object installation process)
Next, in the U-shaped groove installation method according to the second embodiment, a U-shaped groove fixing step is performed in which the U-shaped groove U2 is fixed to the ground surface G1 of the ground, which is the installation surface. However, in the U-shaped groove installation method according to the second embodiment, the U-shaped groove fixing step is different from the U-shaped groove fixing step in the U-shaped groove installation method according to the first embodiment described above. This is a fixed object installation step in which freestanding fixed objects 23 are installed on both sides of the groove U2 to support the U-shaped groove U2.

この固定物設置工程では、前述のU字溝載置工程で地表面G1上に載置したU字溝U2の両側に、直方体状の固定物23,23を設置してU字溝U2を挟み込んで、固定物23の重量でU字溝U2を固定して、U字溝U2を支持する。 In this fixed object installation process, rectangular parallelepiped fixed objects 23, 23 are installed on both sides of the U-shaped groove U2 placed on the ground surface G1 in the above-mentioned U-shaped groove mounting process, and the U-shaped groove U2 is sandwiched between the fixed objects 23, 23. Then, the U-shaped groove U2 is fixed by the weight of the fixed object 23, and the U-shaped groove U2 is supported.

勿論、後述のように、固定物23を地表面G1にアンカー等で固定してもよいし、連結工程を設けてU字溝U2と固定物23とを連結してもよい。 Of course, as described later, the fixed object 23 may be fixed to the ground surface G1 with an anchor or the like, or a connecting step may be provided to connect the U-shaped groove U2 and the fixed object 23.

本工程で設置する固定物23は、所定の重量を有したゴム製やコンクリート製のブロック、又は複数の土嚢の集合体を例示することができる。勿論、本発明に係る固定物は、所定の重量を有して自立可能な固定物であれば、その形状、材質は特に限定されるものではない。 The fixed object 23 installed in this step can be, for example, a block made of rubber or concrete having a predetermined weight, or an aggregate of a plurality of sandbags. Of course, the shape and material of the fixed object according to the present invention are not particularly limited as long as it has a predetermined weight and can stand on its own.

本工程が終了することにより、第2実施形態に係るU字溝の設置方法によるU字溝の設置工事の施工が完了し、図4,図6に示すように、U字溝構造20が地表面G1上に構築される。なお、上述では、先ず、U字溝を設置面に載置後、次にその両側に固定物を設置したが、U字溝が収まる空間を空ける形で先に固定物を設置し、その次に前記空間にU字溝を設置することでもよい。または、先に固定物を1列設置し、その次に前記固定物にもたれる形でU字溝を設置面に載置し、さらにその次にU字溝を挟む形で固定物を1列を配置してもよい。すなわち本発明は、設置方法の各工程が存在していれば、その工程の順番の入れ替えが可能である。 By completing this step, the U-shaped groove installation work according to the U-shaped groove installation method according to the second embodiment is completed, and as shown in FIGS. 4 and 6, the U-shaped groove structure 20 is placed on the ground. built on surface G1. Note that in the above example, the U-shaped groove was first placed on the installation surface, and then fixed objects were installed on both sides of the U-shaped groove. Alternatively, a U-shaped groove may be installed in the space. Alternatively, first install one row of fixed objects, then place the U-shaped groove on the installation surface while leaning against the fixed object, and then place one row of fixed objects with the U-shaped groove in between. May be placed. That is, in the present invention, if each step of the installation method exists, the order of the steps can be changed.

但し、はらみ出し抑制部材設置工程を設けて、U字溝U2のフランジ12,12間に、前述のストラット14を架け渡してボルト接合してもよい(後述の第3,第4実施形態に係るU字溝の設置方法でも同様)。ストラット14を設けることで、U字フリューム本体21の全体の板厚をさらに薄くすることができ、材料費を低減できるため好ましい。 However, the above-mentioned strut 14 may be bridged and bolted between the flanges 12 and 12 of the U-shaped groove U2 by providing a protrusion suppressing member installation step (as described in the third and fourth embodiments described later). The same applies to the installation method of U-shaped grooves). Providing the struts 14 is preferable because the overall thickness of the U-shaped flume body 21 can be further reduced, and material costs can be reduced.

以上説明した、第2実施形態に係るU字溝の設置方法によれば、U字溝固定工程がU字溝U2の両側に固定物23,23を設置してU字溝U2を挟み込んで、固定物23の重量でU字溝U2を固定するだけで済む。このため、前記作用効果に加え、U字溝を設置固定することが容易であり、U字溝の設置作業の作業時間を短縮して施工費をコストダウンすることができる。 According to the U-shaped groove installation method according to the second embodiment described above, the U-shaped groove fixing step installs the fixing objects 23, 23 on both sides of the U-shaped groove U2 to sandwich the U-shaped groove U2, It is only necessary to fix the U-shaped groove U2 by the weight of the fixed object 23. Therefore, in addition to the above effects, it is easy to install and fix the U-shaped groove, and the work time for installing the U-shaped groove can be shortened, thereby reducing construction costs.

また、第2実施形態に係るU字溝の設置方法によれば、U字溝U2を流れる流体の圧力がU字溝U2の側面に作用しても固定物23の重量でU字溝U2のはらみ出しを抑制することができる。このため、はらみ出し抑制部材設置工程を省略してU字溝の設置作業の作業時間を短縮して施工費をコストダウンすることができる。 Moreover, according to the U-shaped groove installation method according to the second embodiment, even if the pressure of the fluid flowing in the U-shaped groove U2 acts on the side surface of the U-shaped groove U2, the weight of the fixed object 23 will cause the U-shaped groove U2 to Protrusion can be suppressed. Therefore, the protrusion suppressing member installation step can be omitted, the work time for installing the U-shaped groove can be shortened, and construction costs can be reduced.

[第3実施形態]
次に、図7,図8を用いて、本発明の第3実施形態に係るU字溝の設置方法について説明する。図7は、本発明の第3実施形態に係るU字溝の設置方法で設置したU字溝構造30を示す鉛直断面図であり、図8は、U字溝構造30を示す側面図である。第3実施形態に係るU字溝の設置方法では、前述の波形鋼板からなるU字溝U2と、U字溝U2の設置面に自立する固定物であるカゴ枠31と、を備えたU字溝構造30を斜面G2に沿って構築する場合を例示して説明する。
[Third embodiment]
Next, a method for installing a U-shaped groove according to a third embodiment of the present invention will be described using FIGS. 7 and 8. FIG. 7 is a vertical sectional view showing a U-shaped groove structure 30 installed by the U-shaped groove installation method according to the third embodiment of the present invention, and FIG. 8 is a side view showing the U-shaped groove structure 30. . The U-shaped groove installation method according to the third embodiment includes a U-shaped groove U2 made of the above-mentioned corrugated steel plate, and a cage frame 31 that is a fixed object that stands on its own on the installation surface of the U-shaped groove U2. An example in which the groove structure 30 is constructed along the slope G2 will be described.

(U字溝載置工程)
本発明の第3実施形態に係るU字溝の設置方法では、前述の第2実施形態に係るU字溝の設置方法と同様に、先ず、U字溝U2を設置面である斜面G2の上に載置するU字溝載置工程を行う。このとき、U字溝U2を設置する斜面G2に沿ってU字溝U2をそのまま斜面G2上に載置するだけである。
(U-shaped groove placement process)
In the U-shaped groove installation method according to the third embodiment of the present invention, similarly to the U-shaped groove installation method according to the second embodiment described above, first, the U-shaped groove U2 is placed on the slope G2 which is the installation surface. A U-shaped groove mounting process is performed. At this time, the U-shaped groove U2 is simply placed on the slope G2 as it is along the slope G2 on which the U-shaped groove U2 is installed.

なお、設置面に不陸がある場合、U字溝を載置するに当たり、設置面に対して多少の盛り切り、調整を行うことがあるが、この程度の整地作業であれば本実施形態に含まれるものとする。すなわち、本発明における、そのまま載置とは、U字溝本体を設置面に収容する程度の大きな掘削を要しないとの主旨であり、この主旨を逸脱しない範囲で種々の改変が可能である。また、図示していないが、このときU字溝U2を図1に示した杭13等で設置面に仮固定することで、U字溝U2が横倒れするのを防止できる。 Note that if the installation surface is uneven, some amount of heaping or adjustment may be required to the installation surface when placing the U-shaped groove, but this embodiment is suitable for this level of land leveling work. shall be included. That is, in the present invention, the meaning of "installation as is" is that there is no need for large excavation to accommodate the U-shaped groove main body on the installation surface, and various modifications can be made without departing from this spirit. Further, although not shown, at this time, by temporarily fixing the U-shaped groove U2 to the installation surface with the stakes 13 shown in FIG. 1, etc., it is possible to prevent the U-shaped groove U2 from falling sideways.

(U字溝固定工程:(1)籠体載置工程)
次に、第3実施形態に係るU字溝の設置方法では、U字溝U2を設置面である地盤の斜面G2に固定するU字溝固定工程を行う。但し、第3実施形態に係るU字溝の設置方法では、U字溝固定工程は、前述の第1実施形態に係るU字溝の設置方法のU字溝固定工程と相違して、(1)籠体載置工程と、(2)中詰め材充填工程と、(3)籠体固定工程の3工程に分かれている。
(U-shaped groove fixing process: (1) cage mounting process)
Next, in the U-shaped groove installation method according to the third embodiment, a U-shaped groove fixing step is performed in which the U-shaped groove U2 is fixed to the slope G2 of the ground, which is the installation surface. However, in the U-shaped groove installation method according to the third embodiment, the U-shaped groove fixing step is different from the U-shaped groove fixing step of the U-shaped groove installation method according to the first embodiment described above. The process is divided into three steps: ) cage mounting step, (2) filling material filling step, and (3) cage fixing step.

第3実施形態に係るU字溝の設置方法では、U字溝固定工程として、先ず、(1)籠体載置工程を行う。本工程では、前述の直方体状の固定物23と相違して、固定物としてカゴ枠31(籠体)を用いる。 In the U-shaped groove installation method according to the third embodiment, first, as the U-shaped groove fixing process, (1) a cage mounting process is performed. In this step, a cage frame 31 (cage body) is used as a fixed object, unlike the rectangular parallelepiped fixed object 23 described above.

図7,図8に示すように、カゴ枠31(籠体)は、鉄筋コンクリート棒鋼(SR235)や、一般構造用圧延鋼材(SS400)などの鋼材からなる直径13mm又は9mmの丸鋼32と、直径6mmの溶接金網33が組み合わされた概略直方体となった格子状の枠体である。このカゴ枠31は、一般に、現地で格子状の枠体に組み立てられて、その枠体内にシート材を内張りし、現地土砂を充填して鋼製土留擁壁などとして用いられるものである。 As shown in FIGS. 7 and 8, the cage frame 31 (cage body) is made of round steel 32 with a diameter of 13 mm or 9 mm made of steel materials such as reinforced concrete steel bars (SR235) and rolled steel materials for general structures (SS400). It is a lattice-like frame in the form of a roughly rectangular parallelepiped in which 6 mm welded wire meshes 33 are combined. The cage frame 31 is generally assembled into a lattice-like frame on site, lined with a sheet material, and filled with local soil to be used as a steel retaining wall or the like.

なお、本発明に係る籠体として、鋼棒からなる直方体状のカゴ枠31を例示したが、その他、鉄線で編んだ「じゃかご」や、鉄線を角形に成形した「ふとんかご」などが挙げられる。また、本発明に係る籠体は、エキスパンドメタル等からなる面材を枠体に組み立てても良く、充填する後述の中詰め材が脱落しない程度の排水可能な隙間が形成された籠状のものであれば、籠体の材質や形状等は、適宜選択することができる。 Although the cage frame 31 in the shape of a rectangular parallelepiped made of steel rods is illustrated as an example of the cage body according to the present invention, other examples include a "jakago" woven from iron wire, and a "futon basket" made of iron wire formed into a square shape. It will be done. Furthermore, the cage according to the present invention may be constructed by assembling a face material made of expanded metal or the like into a frame, and is cage-like in which a gap is formed that allows drainage to an extent that the filler material to be filled, which will be described later, does not fall out. If so, the material, shape, etc. of the cage can be selected as appropriate.

(1)籠体載置工程では、前述の斜面G2上でカゴ枠31を組み立てて、固定物であるカゴ枠31を斜面G2上に載置する。勿論、予め別の場所でカゴ枠31を組み立てておき、斜面G2上に吊り降ろして載置してもよいことは云うまでもない。但し、現地で組み立てた場合、揚重装置がなくても、簡単に資材の運搬等ができるため、重機等が使用できない急斜面では有効である。 (1) In the cage mounting step, the cage frame 31 is assembled on the slope G2 described above, and the cage frame 31, which is a fixed object, is placed on the slope G2. Of course, it goes without saying that the car frame 31 may be assembled in advance at another location and then suspended and placed on the slope G2. However, when assembled on-site, materials can be easily transported without a lifting device, making it effective on steep slopes where heavy machinery cannot be used.

(U字溝固定工程:(2)中詰め材充填工程)
次に、U字溝固定工程として籠体載置工程で組み立てたカゴ枠31に石礫又は土砂などの中詰め材を充填する中詰め材充填工程を行う。
(U-shaped groove fixing process: (2) Filling material filling process)
Next, as a U-shaped groove fixing step, a filling material filling step is performed in which the cage frame 31 assembled in the cage mounting step is filled with a filling material such as gravel or earth and sand.

具体的には、カゴ枠31に植生シートなどのシート材を内張りし、現地の石礫や土砂などを充填した上、ランマーや転圧機で転圧して締固める。なお、中詰め材の仕様や状態により、シート材の内張りをしない場合や、転圧をしない場合もある。 Specifically, the cage frame 31 is lined with a sheet material such as a vegetation sheet, filled with local stones and gravel, and then compacted by rolling with a rammer or compaction machine. Note that depending on the specifications and condition of the filling material, there are cases in which the inner lining with sheet material is not provided, or in which compaction is not performed.

(U字溝固定工程:(3)籠体固定工程)
そして、U字溝固定工程として斜面G2にカゴ枠31を固定する籠体固定工程を行う。この籠体固定工程は、前述の(2)中詰め材充填工程の前に行ってもよいし、(1)籠体載置工程でカゴ枠31を組み立てるのと同時並行で行ってもよい。
(U-shaped groove fixing process: (3) cage fixing process)
Then, as a U-shaped groove fixing process, a cage body fixing process of fixing the cage frame 31 to the slope G2 is performed. This cage fixing step may be performed before the above-mentioned (2) stuffing material filling step, or may be performed simultaneously with assembling the cage frame 31 in the (1) cage mounting step.

具体的には、本工程では、前述の鋼棒からなるフック付き杭13’を斜面G2にハンマー等で叩き込んで、カゴ枠31のいずれかの丸鋼32をフック付き杭13’のフックで引っ掛けてカゴ枠31を斜面G2に固定する。 Specifically, in this step, the above-mentioned hooked stake 13' made of the steel rod is hammered into the slope G2, and any of the round bars 32 of the car frame 31 is hooked with the hook of the hooked stake 13'. to fix the car frame 31 to the slope G2.

なお、(3)籠体固定工程は、U字溝を設置する設置面が前述のような傾斜勾配の緩い地表面G1である場合は、省略することができる。カゴ枠31は、設置面との摩擦抵抗も高く、U字溝が流水等で押し流されることが想定される場合でも、カゴ枠31の自重である程度対抗できるからである。 Note that (3) the cage fixing step can be omitted if the installation surface on which the U-shaped groove is installed is the ground surface G1 with a gentle slope as described above. This is because the car frame 31 has a high frictional resistance with the installation surface, and even if it is assumed that the U-shaped groove is washed away by running water, the car frame 31 can counteract it to some extent with its own weight.

これらのU字溝固定工程の終了により、中詰め材が充填されて、ある程度の重量に達し、自立する固定物となったカゴ枠31に、U字溝U2が挟まれて固定されることでU字溝U2がカゴ枠31に支持される。 Upon completion of these U-shaped groove fixing steps, the filling material is filled and reaches a certain level of weight, and the U-shaped groove U2 is sandwiched and fixed to the basket frame 31, which has become an independent fixed object. The U-shaped groove U2 is supported by the car frame 31.

(連結工程)
また、U字溝U2とカゴ枠31との連結は、折り曲げてフックを形成した鉄筋をつなぎ部材として用いることで容易に連結する連結工程を極めて容易に短時間で行うことができる。連結工程を行うことで、より強固にU字溝U2を固定・支持することができる。勿論、連結工程は、省略することも可能である。
(Connection process)
Further, the U-shaped groove U2 and the car frame 31 can be easily connected in a short time by using reinforcing bars bent to form hooks as a connecting member. By performing the connecting step, the U-shaped groove U2 can be more firmly fixed and supported. Of course, the connecting step can also be omitted.

このように、第3実施形態に係るU字溝の設置方法によるU字溝の設置工事の施工が完了し、図7,図8に示すように、U字溝構造30が斜面G2上に構築される。なお、上述では、先ず、U字溝を設置面に載置後、次にその両側にカゴ枠を設置したが、U字溝が収まる空間を空ける形で先にカゴ枠を設置し、その次に前記空間にU字溝を設置することでもよい。または、先にカゴ枠を1列設置し、その次に前記カゴ枠にもたれる形でU字溝を設置面に載置し、さらにその次にU字溝を挟む形でカゴ枠を1列を配置してもよい。すなわち本発明は、設置方法の各工程が存在していれば、その工程の順番の入れ替えが可能である。 In this way, the U-shaped groove installation work according to the U-shaped groove installation method according to the third embodiment is completed, and as shown in FIGS. 7 and 8, the U-shaped groove structure 30 is constructed on the slope G2. be done. Note that in the above example, the U-shaped groove was first placed on the installation surface, and then the car frame was installed on both sides of the U-shaped groove. Alternatively, a U-shaped groove may be installed in the space. Alternatively, first install one row of basket frames, then place the U-shaped groove on the installation surface while leaning against the basket frame, and then install one row of basket frames with the U-shaped groove in between. May be placed. That is, in the present invention, if each step of the installation method exists, the order of the steps can be changed.

以上説明した、第3実施形態に係るU字溝の設置方法によれば、前記作用効果に加え、U字溝U2を固定する際の固定物としてカゴ枠31を用いることで、材料の運搬性や施工性が良好となり、工期を短縮することができる。また、カゴ枠31を用いることで、長期に亘り形状が保持でき、長期安定性及び耐久性が高くなる。 According to the U-shaped groove installation method according to the third embodiment described above, in addition to the above-mentioned effects, by using the cage frame 31 as a fixed object when fixing the U-shaped groove U2, material transportation is improved. This improves construction efficiency and shortens the construction period. Moreover, by using the cage frame 31, the shape can be maintained for a long period of time, and long-term stability and durability are improved.

その上、第3実施形態に係るU字溝の設置方法によれば、現地の石礫や土砂を使用するため、比較的安価に設置でき、材料費を下げてコストダウンを達成することができる。 Furthermore, according to the method for installing a U-shaped groove according to the third embodiment, since local stones and gravel are used, installation can be performed relatively inexpensively, and cost reduction can be achieved by lowering material costs. .

[第4実施形態]
次に、図9~図12を用いて、本発明の第4実施形態に係るU字溝の設置方法について説明する。図9は、本発明の第4実施形態に係るU字溝の設置方法で設置したU字溝構造40を示す鉛直断面図であり、図10は、U字溝構造40を示す側面図である。また、図11は、第4実施形態に係るU字溝の設置方法のU字溝載置工程を示す工程説明図であり、図12は、第4実施形態に係るU字溝の設置方法の整地工程及び籠体載置工程を示す工程説明図である。
[Fourth embodiment]
Next, a method for installing a U-shaped groove according to a fourth embodiment of the present invention will be described using FIGS. 9 to 12. FIG. 9 is a vertical sectional view showing a U-shaped groove structure 40 installed by the U-shaped groove installation method according to the fourth embodiment of the present invention, and FIG. 10 is a side view showing the U-shaped groove structure 40. . Moreover, FIG. 11 is a process explanatory diagram showing a U-shaped groove installation step of the U-shaped groove installation method according to the fourth embodiment, and FIG. 12 is a process explanatory diagram showing the U-shaped groove installation method according to the fourth embodiment. It is a process explanatory diagram which shows a ground leveling process and a cage mounting process.

第4実施形態に係るU字溝の設置方法では、前述の波形鋼板からなるU字溝U2と、U字溝U2の設置面に自立する固定物である前述のカゴ枠31と、を備えたU字溝構造40を、カゴ枠31を水平に載置できるように斜面G2を階段状に整地した上、構築する場合を例示して説明する。 The U-shaped groove installation method according to the fourth embodiment includes the above-mentioned U-shaped groove U2 made of the corrugated steel plate, and the above-mentioned cage frame 31 which is a fixed object that stands on its own on the installation surface of the U-shaped groove U2. The U-shaped groove structure 40 will be explained by exemplifying a case where the slope G2 is leveled into a stepped shape so that the car frame 31 can be placed horizontally.

(U字溝載置工程)
本発明の第4実施形態に係るU字溝の設置方法では、前述の第3実施形態に係るU字溝の設置方法と同様に、図11に示すように、先ず、U字溝U2を設置面である斜面G2の上に載置するU字溝載置工程を行う。このとき、本工程では、U字溝U2を設置する斜面G2に沿ってU字溝U2をそのまま斜面G2上に載置するだけである。
(U-shaped groove placement process)
In the U-shaped groove installation method according to the fourth embodiment of the present invention, as in the U-shaped groove installation method according to the third embodiment described above, first, as shown in FIG. A U-shaped groove mounting step is performed in which the substrate is placed on the slope G2, which is a surface. At this time, in this step, the U-shaped groove U2 is simply placed on the slope G2 as it is along the slope G2 on which the U-shaped groove U2 is installed.

なお、設置面に不陸がある場合、U字溝を載置するに当たり、設置面に対して多少の盛り切り、調整を行うことがあるが、この程度の整地作業であれば本実施形態に含まれるものとする。すなわち、本発明における、そのまま斜面G2上に載置とは、U字溝本体を斜面G2に収容する程度の大きな掘削を要しないとの主旨であり、この主旨を逸脱しない範囲で種々の改変が可能である。また、図示していないが、このときU字溝U2を図1に示した杭13等で斜面G2に仮固定することで、U字溝U2が横倒れするのを防止できる。 Note that if the installation surface is uneven, some amount of heaping or adjustment may be required to the installation surface when placing the U-shaped groove, but this embodiment is suitable for this level of land leveling work. shall be included. That is, in the present invention, placing the U-shaped groove as it is on the slope G2 means that there is no need for large excavation to accommodate the U-shaped groove main body on the slope G2, and various modifications may be made without departing from this spirit. It is possible. Further, although not shown, at this time, by temporarily fixing the U-shaped groove U2 to the slope G2 with the stakes 13 shown in FIG. 1, etc., it is possible to prevent the U-shaped groove U2 from falling sideways.

(U字溝固定工程:(1)整地工程)
次に、第4実施形態に係るU字溝の設置方法では、U字溝U2を設置面である地盤の斜面G2に固定するU字溝固定工程を行う。但し、第4実施形態に係るU字溝の設置方法では、U字溝固定工程は、前述の第3実施形態に係るU字溝の設置方法のU字溝固定工程と相違して、籠体載置工程の前工程として、(1)整地工程を行う。つまり、第4実施形態に係るU字溝の設置方法のU字溝固定工程は、(1)整地工程と、(2)籠体載置工程と、(3)中詰め材充填工程の3工程に分かれており、前述の籠体固定工程は行わない。
(U-shaped groove fixing process: (1) Land leveling process)
Next, in the U-shaped groove installation method according to the fourth embodiment, a U-shaped groove fixing step is performed in which the U-shaped groove U2 is fixed to the slope G2 of the ground, which is the installation surface. However, in the U-shaped groove installation method according to the fourth embodiment, the U-shaped groove fixing step is different from the U-shaped groove fixing step of the U-shaped groove installation method according to the third embodiment described above. As a pre-process to the mounting process, (1) a ground leveling process is performed. In other words, the U-shaped groove fixing process of the U-shaped groove installation method according to the fourth embodiment includes three steps: (1) leveling process, (2) cage mounting process, and (3) filling material filling process. The above-mentioned cage fixing process is not performed.

第4実施形態に係るU字溝の設置方法では、U字溝固定工程として、先ず、(1)整地工を行う。本工程では、図12で示すように、U字溝載置工程で載置したU字溝U2の両側の斜面G2を階段状に整地して階段状斜面G3とする。このとき、階段状斜面G3の水平に整地した平面部分の面積は、カゴ枠31の水平投影面積より小さくし、上段のカゴ枠31の一部が、下段のカゴ枠31の一部に覆い被さるようにする。 In the U-shaped groove installation method according to the fourth embodiment, (1) ground leveling is first performed as the U-shaped groove fixing step. In this step, as shown in FIG. 12, the slopes G2 on both sides of the U-shaped groove U2 placed in the U-shaped groove mounting step are graded into a stepped slope G3. At this time, the area of the horizontally leveled plane part of the stepped slope G3 is made smaller than the horizontal projected area of the car frame 31, and a part of the upper car frame 31 covers a part of the lower car frame 31. Do it like this.

カゴ枠31が斜面G2上を滑り落ちる際の初動において、カゴ枠31の傾斜面の山側が跳ね上がるのを、上段のカゴ枠31で阻止して、カゴ枠31が斜面G2を滑り落ちないようにするためである。 In the initial movement when the car frame 31 slides down the slope G2, the upper car frame 31 prevents the mountain side of the slope of the car frame 31 from jumping up, thereby preventing the car frame 31 from sliding down the slope G2. It's for a reason.

本工程は、重機を用いて行ってもよいし、人力で行ってもよい。このとき、本工程で水平に整地する部分は、後述のカゴ枠31の体積の半分以下の限られた範囲である。このため、斜面G2の勾配が大きく、重機で作業ができない場合でも、さほど重労働とはならない。また、整地で発生した土砂は、後述の(2)中詰め材充填工程で使用することができ、残土処分にかかるコストも発生することがない。 This step may be performed using heavy equipment or may be performed manually. At this time, the area where the ground is leveled horizontally in this step is a limited area that is less than half the volume of the car frame 31, which will be described later. Therefore, even if the gradient of the slope G2 is so large that heavy machinery cannot be used for the work, the work is not very hard. Moreover, the earth and sand generated during land leveling can be used in the filling process (2) described below, and there is no cost involved in disposing of the remaining earth.

なお、本工程は、U字溝載置工程前に行ってもよい。そうすることで、足場が平らとなり、U字溝U2同士の連結作業などの様々な作業の作業性が向上する。 Note that this step may be performed before the U-shaped groove mounting step. By doing so, the scaffold becomes flat and the workability of various operations such as the operation of connecting the U-shaped grooves U2 to each other is improved.

(U字溝固定工程:(2)籠体載置工程)
(2)籠体載置工程では、図12に示すように、(1)整地工程で整地した階段状斜面G3上でカゴ枠31を組み立てて、固定物であるカゴ枠31を階段状斜面G3上に載置する。勿論、予め別の場所でカゴ枠31を組み立てておき、階段状斜面G3上に吊り降ろして載置してもよいことは云うまでもない。
(U-shaped groove fixing process: (2) Cage mounting process)
(2) In the cage mounting process, as shown in FIG. 12, the cage frame 31 is assembled on the stepped slope G3 leveled in the (1) land leveling process, and the cage frame 31, which is a fixed object, is moved onto the stepped slope G3. Place it on top. Of course, it goes without saying that the car frame 31 may be assembled in advance at another location and then suspended and placed on the stepped slope G3.

(U字溝固定工程:(3)中詰め材充填工程)
次に、U字溝固定工程として籠体載置工程で組み立てたカゴ枠31に石礫又は土砂などの中詰め材を充填する中詰め材充填工程を行う。
(U-shaped groove fixing process: (3) Filling material filling process)
Next, as a U-shaped groove fixing step, a filling material filling step is performed in which the cage frame 31 assembled in the cage mounting step is filled with a filling material such as gravel or earth and sand.

具体的には、カゴ枠31に植生シートなどのシート材を内張りし、現地の石礫や土砂などを充填した上、ランマーや転圧機で転圧して締固める。なお、中詰め材の仕様や状態により、シート材の内張りをしない場合や、転圧をしない場合もある。 Specifically, the cage frame 31 is lined with a sheet material such as a vegetation sheet, filled with local stones and gravel, and then compacted by rolling with a rammer or compaction machine. Note that depending on the specifications and condition of the filling material, there are cases in which the inner lining with sheet material is not provided, or in which compaction is not performed.

これらのU字溝固定工程の終了により、中詰め材が充填されて、ある程度の重量に達し、自立する固定物となったカゴ枠31に、U字溝U2が挟まれて支持されることで固定される。 Upon completion of these U-shaped groove fixing steps, the filling material is filled and reaches a certain level of weight, and the U-shaped groove U2 is sandwiched and supported by the car frame 31, which has become an independent fixed object. Fixed.

(連結工程)
次に、第4実施形態に係るU字溝の設置方法では、U字溝U2とカゴ枠31とを連結する連結工程を行う。
(Connection process)
Next, in the U-shaped groove installation method according to the fourth embodiment, a connecting step of connecting the U-shaped groove U2 and the car frame 31 is performed.

具体的には、図9,図10に示すように、U字溝U2のフランジ22に、下端にJ字フックが形成された鋼材からなるアンカー41をボルト止めし、アンカー41のJ字フックをカゴ枠31の丸鋼32に掛け止める。 Specifically, as shown in FIGS. 9 and 10, an anchor 41 made of steel with a J-shaped hook formed at the lower end is bolted to the flange 22 of the U-shaped groove U2, and the J-shaped hook of the anchor 41 is fixed to the flange 22 of the U-shaped groove U2. It is hung on the round steel 32 of the basket frame 31.

本工程は、U字溝載置工程前に、予めU字溝U2のフランジ22にアンカー41を装着しておいてもよいし、整地工程後に、籠体載置工程でカゴ枠31を組み立てるのと同時並行して行ってもよい。 In this process, the anchor 41 may be attached to the flange 22 of the U-shaped groove U2 in advance before the U-shaped groove mounting process, or the cage frame 31 may be assembled in the cage body mounting process after the ground leveling process. It may be done in parallel.

このように、第4実施形態に係るU字溝の設置方法によるU字溝の設置工事の施工が完了し、図9,図10に示すように、U字溝構造40が斜面G2及び階段状斜面G3上に構築される。なお、上述では、先ず、U字溝を設置面に載置後、次にその両側にカゴ枠を設置したが、U字溝が収まる空間を空ける形で先にカゴ枠を設置し、その次に前記空間にU字溝を設置することでもよい。または、先にカゴ枠を1列設置し、その次に前記カゴ枠にもたれる形でU字溝を設置面に載置し、さらにその次にU字溝を挟む形でカゴ枠を1列を配置してもよい。すなわち本発明は、設置方法の各工程が存在していれば、その工程の順番の入れ替えが可能である。 In this way, the installation work of the U-shaped groove according to the U-shaped groove installation method according to the fourth embodiment is completed, and as shown in FIGS. 9 and 10, the U-shaped groove structure 40 has a slope G2 and a stepped shape Constructed on slope G3. Note that in the above example, the U-shaped groove was first placed on the installation surface, and then the car frame was installed on both sides of the U-shaped groove. Alternatively, a U-shaped groove may be installed in the space. Alternatively, first install one row of basket frames, then place the U-shaped groove on the installation surface while leaning against the basket frame, and then install one row of basket frames with the U-shaped groove in between. May be placed. That is, in the present invention, if each step of the installation method exists, the order of the steps can be changed.

以上説明した、第4実施形態に係るU字溝の設置方法によれば、整地工程を行い、U字溝載置工程で載置したU字溝U2の両側の斜面G2を階段状に整地して階段状斜面G3とするので、カゴ枠を階段状に積み上げることで、斜面G2上をカゴ枠31が落ちていくような移動を防止することができる。 According to the U-shaped groove installation method according to the fourth embodiment described above, the ground leveling process is performed, and the slopes G2 on both sides of the U-shaped groove U2 placed in the U-shaped groove mounting process are graded in a step-like manner. Since the step-like slope G3 is formed by stacking the car frames in a step-like manner, it is possible to prevent the car frame 31 from falling down on the slope G2.

また、第4実施形態に係るU字溝の設置方法によれば、U字溝U2の両側に、階段状斜面G3や階段状のカゴ枠31を構築するので、それらを平らな作業足場として利用することができ、U字溝U2の連結やカゴ枠31の組立などの様々な作業、U字溝U2の取替え、点検等の作業の作業性が向上する。 Further, according to the U-shaped groove installation method according to the fourth embodiment, the stepped slope G3 and the stepped car frame 31 are constructed on both sides of the U-shaped groove U2, so they are used as a flat work scaffold. This improves the workability of various operations such as connecting the U-shaped grooves U2 and assembling the car frame 31, replacing the U-shaped grooves U2, and inspecting the U-shaped grooves U2.

以上、本発明の第1~第4実施形態に係るU字溝の設置方法及びその設置方法で設置されたU字溝構造10,20,30,40について詳細に説明した。しかし、前述した又は図示した実施形態は、いずれも本発明を実施するにあたって具体化した一実施形態を示したものに過ぎず、例示した実施形態によって本発明の技術的範囲が限定的に解釈されてはならないものである。 Above, the U-shaped groove installation method according to the first to fourth embodiments of the present invention and the U-shaped groove structures 10, 20, 30, and 40 installed by the installation method have been described in detail. However, the above-mentioned or illustrated embodiments are merely illustrative of specific embodiments for carrying out the present invention, and the technical scope of the present invention should not be construed as limited by the illustrated embodiments. This is something that must not be done.

特に、U字溝として溶融亜鉛めっきが施された鋼鈑からなるものを例示して説明したが、本発明に係るU字溝は、その他の耐食性鋼板やステンレス鋼板からなるものとすることもできる。製品単価は、高くなるが耐久性が向上するため、用途によっては好ましい。また、ステンレス鋼板からなるU字溝であっても、めっき処理又は塗装処理が行われる場合もあり得る。 In particular, the U-shaped groove made of hot-dip galvanized steel plate has been described as an example, but the U-shaped groove according to the present invention can also be made of other corrosion-resistant steel plates or stainless steel plates. . Although the product unit price is higher, durability is improved, which is preferable depending on the application. Further, even if the U-shaped groove is made of a stainless steel plate, plating or painting may be performed.

なお、本発明では、U字溝が設置面に載置されることから、既存のU字溝を本発明に係るU字溝構造に変更する場合、U字溝に接続される排水桝(集水桝)との接続部が従来よりも上方となるため、排水桝を嵩上げする必要が生じる。しかし、設計時の時間当たり降雨量の増加により、排水能力UPが求められるため、必然的に排水桝の嵩上げも併せて計画されるものであり、その点のデメリットはないものと考えられる。 In addition, in the present invention, since the U-shaped groove is placed on the installation surface, when changing an existing U-shaped groove to the U-shaped groove structure according to the present invention, the drainage basin (collection basin) connected to the U-shaped groove is Since the connection part with the drainage basin (water basin) is located higher than before, it is necessary to raise the height of the drainage basin. However, due to the increase in the amount of rainfall per hour at the time of design, an increase in drainage capacity is required, so raising the height of the drainage basin is also planned, and there is no disadvantage in this point.

10,10’,20,30,40:U字溝構造
U1,U2:U字溝
11,21:U字フリューム本体
11a:固定用孔
21a:長孔
12,22:フランジ
12a:ボルト孔
13:杭
13a:頭部
13’:フック付き杭
14:ストラット(はらみ出し抑制部材)
23:固定物
31:カゴ枠(籠体:固定物)
32:丸鋼
33:溶接金網
41:アンカー
G1:地表面(設置面)
G2:斜面(設置面)
G3:階段状斜面
10, 10', 20, 30, 40: U-shaped groove structure U1, U2: U-shaped groove 11, 21: U-shaped flume body 11a: Fixing hole 21a: Long hole 12, 22: Flange 12a: Bolt hole 13: Pile 13a: Head 13': Pile with hook 14: Strut (protrusion suppression member)
23: Fixed object 31: Basket frame (cage body: fixed object)
32: Round steel 33: Welded wire mesh 41: Anchor G1: Ground surface (installation surface)
G2: Slope (installation surface)
G3: Stepped slope

Claims (6)

断面略U字状のU字溝を、地表面の掘削作業をしないでそのまま設置面である地表面の上に載置するU字溝載置工程と、
前記U字溝を前記地表面の上に露出した状態で前記設置面に固定するU字溝固定工程と、を有し、
更に前記U字溝固定工程は、前記U字溝の両側に自立する籠体の固定物を設置して前記U字溝を挟み込んで、前記固定物の重量で前記U字溝を固定して、前記U字溝を支持する固定物設置工程を有すること
を特徴とするU字溝の設置方法。
A U-shaped groove installation step in which a U-shaped groove having a substantially U-shaped cross section is placed on the ground surface as an installation surface without excavating the ground surface ;
a U-shaped groove fixing step of fixing the U-shaped groove to the installation surface in a state where it is exposed above the ground surface ;
Furthermore, in the U-shaped groove fixing step, a self-supporting cage fixture is installed on both sides of the U-shaped groove to sandwich the U-shaped groove, and the U-shaped groove is fixed by the weight of the fixture, The method includes a step of installing a fixed object to support the U-shaped groove.
A method for installing a U-shaped groove characterized by:
前記固定物設置工程は、籠体を前記設置面に載置する籠体載置工程と、前記籠体に石礫又は土砂を充填する中詰め材充填工程と、を有すること
を特徴とする請求項に記載のU字溝の設置方法。
A claim characterized in that the fixed object installation step includes a cage mounting step of placing the cage on the installation surface, and a filling material filling step of filling the cage with gravel or earth and sand. The method for installing the U-shaped groove described in Item 1 .
前記設置面は、斜面であり、
前記固定物設置工程は、籠体を前記斜面に載置する籠体載置工程と、前記籠体に石礫又は土砂を充填する中詰め材充填工程と、前記斜面に前記籠体を固定する籠体固定工程と、を有すること
を特徴とする請求項に記載のU字溝の設置方法。
The installation surface is a slope,
The fixed object installation step includes a cage mounting step of placing the cage on the slope, a filling material filling step of filling the cage with gravel or earth, and a step of fixing the cage on the slope. The method for installing a U-shaped groove according to claim 1 , further comprising a cage fixing step.
前記設置面は、斜面であり、
前記固定物設置工程は、前記U字溝を載置する両側の前記斜面を階段状に整地する整地工程と、籠体を前記整地工程で階段状に整地した階段状斜面に載置する籠体載置工程と、前記籠体に石礫又は土砂を充填する中詰め材充填工程と、を有すること
を特徴とする請求項に記載のU字溝の設置方法。
The installation surface is a slope,
The fixed object installation step includes a step of leveling the slopes on both sides on which the U-shaped groove is placed in a step-like manner, and a step of placing the cage body on the step-like slope leveled in the step-like step in the step of leveling the ground. The method for installing a U-shaped groove according to claim 1 , comprising a placing step and a filler filling step of filling the cage with gravel or earth and sand.
鋼板からなる断面略U字状のU字溝を備え、
請求項1ないしのいずれか1項に記載のU字溝の設置方法により設置されたこと
を特徴とするU字溝構造。
Equipped with a U-shaped groove with a roughly U-shaped cross section made of steel plate,
A U-shaped groove structure installed by the U-shaped groove installation method according to any one of claims 1 to 4 .
樹脂からなる断面略U字状のU字溝を備え、
請求項1ないしのいずれか1項に記載のU字溝の設置方法により設置されたこと
を特徴とするU字溝構造。
Equipped with a U-shaped groove made of resin and having a roughly U-shaped cross section,
A U-shaped groove structure installed by the U-shaped groove installation method according to any one of claims 1 to 4 .
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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000027150A (en) 1998-07-07 2000-01-25 Shinko Kozai Kk Pebble-packed basket for engineering works
JP2001073339A (en) 1999-09-08 2001-03-21 Fujishige:Kk Stone-filled cage, work method using the cage, and cage fabrication
JP2015048673A (en) 2013-09-03 2015-03-16 共和ハーモテック株式会社 Slope face protection structure and formation method thereof
JP2016156270A (en) 2016-06-07 2016-09-01 ケイコン株式会社 Improvement of slope face drainage mechanism having bypass drainage groove for drainage groove in a vertical direction installed on slope face with small step in motorway side
JP2017137687A (en) 2016-02-03 2017-08-10 五洋建設株式会社 Irrigation/drainage channel and construction method for the same
JP2017179985A (en) 2016-03-31 2017-10-05 ケイコン株式会社 Drain channel made of thin plate member for forming drain channel, and construction method for the same
JP2018080566A (en) 2016-11-04 2018-05-24 積水化学工業株式会社 Rainwater drainage system

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000027150A (en) 1998-07-07 2000-01-25 Shinko Kozai Kk Pebble-packed basket for engineering works
JP2001073339A (en) 1999-09-08 2001-03-21 Fujishige:Kk Stone-filled cage, work method using the cage, and cage fabrication
JP2015048673A (en) 2013-09-03 2015-03-16 共和ハーモテック株式会社 Slope face protection structure and formation method thereof
JP2017137687A (en) 2016-02-03 2017-08-10 五洋建設株式会社 Irrigation/drainage channel and construction method for the same
JP2017179985A (en) 2016-03-31 2017-10-05 ケイコン株式会社 Drain channel made of thin plate member for forming drain channel, and construction method for the same
JP2016156270A (en) 2016-06-07 2016-09-01 ケイコン株式会社 Improvement of slope face drainage mechanism having bypass drainage groove for drainage groove in a vertical direction installed on slope face with small step in motorway side
JP2018080566A (en) 2016-11-04 2018-05-24 積水化学工業株式会社 Rainwater drainage system

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