JP3622183B1 - U-shaped groove - Google Patents

U-shaped groove Download PDF

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JP3622183B1
JP3622183B1 JP2004021471A JP2004021471A JP3622183B1 JP 3622183 B1 JP3622183 B1 JP 3622183B1 JP 2004021471 A JP2004021471 A JP 2004021471A JP 2004021471 A JP2004021471 A JP 2004021471A JP 3622183 B1 JP3622183 B1 JP 3622183B1
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shaped groove
erosion
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高栄 寺沢
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Abstract

【課題】平地並びに斜面に埋設された場合においても、U字溝の外側の流水の勢いを弱め、それによりU字溝の周囲の土壌の水の勢いによる侵食を有効に抑制し得るU字溝を提供する。
【解決手段】U字溝本体7の左右の側壁の上に各々載せ置かれる受け部と、左右の該受け部の間に横架される1本もしくは複数本の架け渡し部とから構成されるところの補強枠3が前記U字溝本体上に備えられるU字溝6であって、補強枠3は、その左右の各部分から又はその左右の両部分からU字溝本体の外方へと延設されそして水流の勢いを弱め得る侵食防止部5’を備えている。
【選択図】図3
A U-shaped groove capable of effectively suppressing the erosion caused by the water force of the soil around the U-shaped groove, even when embedded in a flat ground or a slope I will provide a.
A receiving portion is placed on left and right side walls of a U-shaped groove main body, and one or a plurality of bridging portions are placed between the left and right receiving portions. However, the reinforcing frame 3 is a U-shaped groove 6 provided on the U-shaped groove main body, and the reinforcing frame 3 extends from the left and right parts or from the left and right parts to the outside of the U-shaped groove body. It is provided with an erosion prevention portion 5 'that extends and can reduce the momentum of the water flow.
[Selection] Figure 3

Description

本発明は、一般土木用、農業用及び工業用水路及び排水路において使用されるU字溝において、平地又は傾斜土に埋設された後に、その周囲の土壌が水の勢いにより侵食されることが抑制され得るように改良されたU字溝に関する。   In the U-shaped groove used in general civil engineering, agricultural and industrial waterways and drainage channels, the present invention suppresses the surrounding soil from being eroded by the momentum of water after being buried in flat or sloping soil. It relates to a U-groove improved so that it can be made.

U字溝は、一般道路の側溝排水路として用いられる他、山野の土木開発現場における排水路としても用いられている。したがってその設置場所もまた平坦な土地に限られず、斜面、例えば丘陵地帯や山岳地帯の斜面に及ぶ。U字溝、特に合成樹脂製のU字溝としては例えば、特開平11−1956号公報に記載される、長手方向に凹条及び凸条が交互に形成されて波形に成形されたU字溝において、両側壁部の上端のそれぞれに沿って配された一対のあてがい部材と、該一対のあてがい部材の間に両側壁部の上端間を架け渡すように配され、両端部でそれぞれに一対のあてがい部材へ連結された複数の架け渡し部とから成る補強部材が固定されていることにより、左右の側壁の剛性を向上させることを目的としたU字溝が挙げられる。   The U-shaped groove is used as a drainage channel at a civil engineering development site in Yamano in addition to being used as a side channel drainage channel for general roads. Therefore, the installation location is not limited to flat land, but covers slopes such as hills and mountainous slopes. As U-shaped grooves, in particular, synthetic resin U-shaped grooves, for example, U-shaped grooves described in Japanese Patent Application Laid-Open No. 11-1956, in which concave and convex stripes are alternately formed in the longitudinal direction, are formed into a waveform. A pair of fitting members disposed along each of the upper ends of the both side wall portions, and a pair of the facing member members are arranged so as to bridge between the upper ends of the both side wall portions. A U-shaped groove for the purpose of improving the rigidity of the left and right side walls can be mentioned by fixing a reinforcing member composed of a plurality of bridging portions connected to the assigning member.

特開平11−1956号公報JP-A-11-1956

設置された後のU字溝で問題となるのが、雨水や湧水による土壌の侵食である。設置されたU字溝の周囲の土壌表面において水による侵食が経時的に進行し、U字溝の外側の土壌が徐々に削られて穴ができ、U字溝の設置が不安定なものとなる。とりわけ、丘陵地帯や山岳地帯の斜面に設置した場合に土壌侵食が著しい。
従来のU字溝を斜面に埋設した場合、その周囲の土壌がどのように侵食されるかを、図13(a)及び(b)を挙げて説明する。
図13(a)は、平地の土壌に埋設された従来のU字溝23の平面図を示す。雨水や上流側Uにて土壌表面に滲み出た湧水(水W5)は、U字溝23の外側を上流側Uから下流側Dに向って流れる。すると、U字溝23の外側には、水W5の勢いを和らげるものが特に存在しない為に、水W5はその勢いを保ったまま、或いはさらに勢いを増して流れて行く。結果として、図13(a)のX−X線における断面図である図13(b)に示すように、U字溝23の周囲の土壌が、水W5の勢いによる侵食作用によって経時的に削られてしまう(図13(b)中のs1部分)。このように、水W5に削られることによって侵食された後の土壌の部分(s1部分)では、例えば後の降雨時に新たに生じた水W5の通り道となって、さらに侵食が広がる(s2部分)。
このように、上記公報に記載されたような、単なるあてがい部材と横架材とからなる補強部材が用いられた従来のU字溝では、水の勢いによる埋設後の周囲の土壌の侵食を有効に抑制することが出来ず、侵食が避けられない状況にある。とりわけ、U字溝が丘陵地帯や山岳地帯の斜面に設置された場合においては、U字溝の外側には傾斜によってさらに強い勢いの水が流れるが、この勢いに十分に対抗することが出来ずに土壌の侵食がより顕著なものとなるであろう。
U字溝の周囲の土壌の侵食は、U字溝を剥き出しの状態にしてしまい、ひいてはU字溝の位置ずれ又は浮上、若しくは最悪の場合、U字溝周囲の土砂崩れを引き起こすことにつながる。さらには、水による土壌の侵食作用によって、U字溝の周囲の土壌に撒かれ或いは風で運ばれた植物の種子又は芽すらも一緒に流されてしまい、それによりU字溝の周囲は、植物が根付かない不毛の部分となることも考えられる。したがって、U字溝周囲の土壌の侵食は出来る限り抑制されることが望まれる。
The problem with the U-shaped groove after installation is soil erosion due to rainwater and spring water. The erosion by water progresses over time on the soil surface around the installed U-shaped groove, the soil outside the U-shaped groove is gradually scraped to create a hole, and the installation of the U-shaped groove is unstable. Become. In particular, soil erosion is significant when installed on the slopes of hills and mountains.
When a conventional U-shaped groove is embedded in a slope, how the surrounding soil is eroded will be described with reference to FIGS. 13 (a) and 13 (b).
Fig.13 (a) shows the top view of the conventional U-shaped groove | channel 23 embed | buried under the soil of a flat ground. Rainwater and spring water (water W5) that has oozed out on the soil surface at the upstream U flows from the upstream U toward the downstream D on the outside of the U-shaped groove 23. Then, since there is no particular thing that relieves the momentum of the water W5 outside the U-shaped groove 23, the water W5 flows while maintaining the momentum or further increasing the momentum. As a result, as shown in FIG. 13B, which is a cross-sectional view taken along the line XX in FIG. 13A, the soil around the U-shaped groove 23 is removed over time by the erosion action caused by the momentum of the water W5. (S1 portion in FIG. 13B). Thus, in the portion of the soil (s1 portion) that has been eroded by being scraped by the water W5, for example, it becomes a path for the water W5 newly generated during the subsequent rain, and the erosion further spreads (s2 portion). .
As described above, in the conventional U-shaped groove using a reinforcing member composed of a simple member and a horizontal member as described in the above publication, effective erosion of the surrounding soil after embedding due to the force of water is effective. It is in a situation where erosion cannot be avoided. In particular, when a U-shaped groove is installed on a slope in a hilly or mountainous area, a stronger water flows due to the slope outside the U-shaped groove, but this momentum cannot be fully countered. In addition, soil erosion will be more pronounced.
The erosion of the soil around the U-shaped groove causes the U-shaped groove to be exposed, leading to a misalignment or floating of the U-shaped groove, or in the worst case, causing landslides around the U-shaped groove. Furthermore, due to the erosive action of the soil by water, the seeds or even the buds of plants planted or carried by the wind around the soil around the U-shaped groove are also washed away. It may be a barren part where the plant does not take root. Therefore, it is desirable to suppress the erosion of the soil around the U-shaped groove as much as possible.

本発明者は上記課題に鋭意取り組んだ結果、U字溝の補強枠について、U字溝本体の外方へと延設して、水流の勢いを弱め得る構造を有する侵食防止部を備えることにより改良したU字溝が、その左右の側壁の剛性が向上されるのはもちろんのこと、同時に、平地及び斜面に埋設された場合において、その外側近傍を流れる水の勢いを弱め、それによりU字溝の周囲の土壌の水による侵食を有効に抑制することが出来ることを見出し、本発明を完成させた。
すなわち、本発明は、U字溝本体の左右の側壁の上に各々載せ置かれる受け部と、左右の該受け部の間に横架される1本もしくは複数本の架け渡し部とから構成されるところの硬質合成樹脂又は繊維強化樹脂からなる補強枠、好ましくは左右の前記受け部と前記架け渡し部とがあらかじめ一体に成形されてなる補強枠が前記U字溝本体上に備えられるU字溝であって、前記補強枠は、その左右の各部分から又はその左右の両部分からU字溝本体の外方へとほぼ水平に延設されそして水流の勢いを弱め得る構造を有するところの硬質合成樹脂又は繊維強化樹脂からなる侵食防止部を適当なピッチで複数個更に備えてなることを特徴とするU字溝に係る。
その中で本発明の好ましい態様は、全部又は一部の前記架け渡し部の左右の端部がU字溝本体の外方へとそれぞれ延長されて、左右の侵食防止部が該架け渡し部と一体に形成され、好ましくはさらに、左右の受け部と架け渡し部とが一体に成形されて、侵食防止部、受け部及び架け渡し部が一体となっていることを特徴とするU字溝に係る。
本発明は、侵食防止部が、具体的には、扁平板状もしくはこれに近い形状の外形を有することを特徴とする上記U字溝に係る。
また本発明は好ましくは、侵食防止部は、これに堰き止められた水がU字溝本体の内側へと導かれる構造、例えば水を堰き止める面がU字溝の長手方向に対して斜めに形成されていることを特徴とする上記のU字溝に係る。
上記の侵食防止部は、補強枠でなく、U字溝本体に対し設けられていても、上述の課題を達することが出来る。したがって、本発明の別の態様は、硬質合成樹脂又は繊維強化樹脂からなるU字溝本体の左右の側壁の上部に硬質合成樹脂又は繊維強化樹脂からなる侵食防止部材を左右片方又は両方に適当なピッチで複数個取着してなり、該侵食防止部材は、該左右の側壁の上部よりU字溝本体の外方へとほぼ水平に延びそして水流の勢いを弱め得る構造、例えば、扁平板状もしくはこれに近い形状の外形を有する構造を有し、そして適宜U字溝本体の左右の側壁の上部に鋲着される態様であってもよいU字溝に係る。
その中で本発明のさらに好ましい態様は、侵食防止部材は、これに堰き止められた水が
U字溝本体の内側へと導かれる構造、例えば、水を堰き止める面がU字溝の長手方向に対して斜めに形成されている上記のU字溝に係る。
本発明は特には、種々の材質からなるU字溝の中でも、硬質合成樹脂又は繊維強化樹脂により成形されてなるU字溝に係る。
As a result of earnestly working on the above-mentioned problems, the present inventor provided an erosion prevention portion having a structure that can extend the U-shaped groove reinforcing frame outwardly of the U-shaped groove main body and weaken the momentum of the water flow. The improved U-shaped groove not only improves the rigidity of the left and right side walls, but also reduces the momentum of the water flowing in the vicinity of the outside when buried in flat ground and slopes, thereby The present inventors have found that erosion caused by water in the soil around the ditch can be effectively suppressed and completed the present invention.
That is, the present invention includes a receiving portion that is placed on the left and right side walls of the U-shaped groove body, and one or a plurality of bridging portions that are horizontally mounted between the left and right receiving portions. The U-shaped groove body is provided with a reinforcing frame made of hard synthetic resin or fiber reinforced resin , preferably a reinforcing frame in which the left and right receiving portions and the bridging portion are integrally formed in advance. The reinforcing frame has a structure that extends substantially horizontally from each of the left and right portions or from both the left and right portions to the outside of the U-shaped groove body and can weaken the momentum of the water flow. The present invention relates to a U-shaped groove characterized by further comprising a plurality of erosion prevention portions made of hard synthetic resin or fiber reinforced resin at an appropriate pitch .
Among them, a preferred aspect of the present invention is that the left and right end portions of all or part of the bridging portion are respectively extended outward of the U-shaped groove body, and the left and right erosion prevention portions are connected to the bridging portion. A U-shaped groove characterized in that it is integrally formed, and preferably, the left and right receiving portions and the bridging portion are integrally formed, and the erosion preventing portion, the receiving portion and the bridging portion are integrated. Related.
The present invention relates to the U-shaped groove, characterized in that the erosion preventing portion has an outer shape having a flat plate shape or a shape close thereto.
In the present invention, it is preferable that the erosion preventing portion has a structure in which water dammed to the erosion preventing portion is guided to the inside of the U-shaped groove main body, for example, a surface for damming water is inclined with respect to the longitudinal direction of the U-shaped groove. The present invention relates to the above-mentioned U-shaped groove.
Even if the above-mentioned erosion preventing portion is provided not on the reinforcing frame but on the U-shaped groove main body, the above-described problems can be achieved. Accordingly, another aspect of the present invention, a suitable erosion prevention member made on top of the left and right side walls of the U-shaped groove body made of hard synthetic resin or fiber-reinforced resin from a hard synthetic resin or fiber-reinforced resin in the left-right one or both A plurality of erosion prevention members are attached at a pitch, and the erosion prevention member extends substantially horizontally from the upper part of the left and right side walls to the outside of the U-shaped groove main body and can weaken the force of water flow, for example, a flat plate shape Or it has the structure which has the external shape close | similar to this , and it concerns on the U-shaped groove | channel which may be the aspect attached to the upper part of the left-right side wall of a U-shaped groove main body suitably.
Among them, a more preferable aspect of the present invention is that the erosion preventing member has a structure in which water dammed to the erosion preventing member is guided to the inside of the U-shaped groove body, for example, a surface for damming water is a longitudinal direction of the U-shaped groove. The above-mentioned U-shaped groove formed obliquely with respect to.
The present invention particularly relates to a U-shaped groove formed of hard synthetic resin or fiber reinforced resin among U-shaped grooves made of various materials.

本発明のU字溝は、その補強枠が、U字溝本体の外方へと延設されそして水流の勢いを弱め得る構造を有する侵食防止部を備えてなる。その為に、本発明のU字溝は、埋設された後において、U字溝の外側の土壌の表層を流れる水、例えば雨水等が侵食防止部の主に側面に当ることによりその水の勢いが弱められ、もって、周囲の土壌の侵食を有効に抑制し得るという効果を奏する。かかる効果によって、U字溝周囲の土壌が安定する為に、植物が根付き易くなり、繁茂することもまた容易となる。そしてU字溝周囲に繁茂した植物群は、そこを流れる水流の勢いを弱め、もって周囲の土壌の侵食を抑制するという相乗的な効果をももたらす。さらにその上に、補強枠は、U字溝本体の左右の側壁の上に各々載せ置かれる受け部と、左右の該受け部の間に横架される1本もしくは複数本の架け渡し部とから構成される。つまり、補強枠を構成する架け渡し部は、補強枠が左右の側壁の上に載せ置かれた時に、左右の側壁の上端の間で左右の受け部を支持する状態となることにより、U字溝の外方より内方へと作用する土圧荷重の影響による側壁の局部変形が防止されるという効果をも与えられる。また補強枠は、好ましくは左右の受け部と架け渡し部とが
一体に成形されるが、この場合、補強枠の組立作業の効率を上げることが可能である。
また本発明のU字溝において、製造上、従来どおりの成形法を利用することが出来るという観点より、全部又は一部の架け渡し部の左右の端部がU字溝本体の外方へとそれぞれ延長されて、左右の侵食防止部が該架け渡し部と一体に形成されていてもよい。さらに、左右の受け部と、侵食防止部と共に一体成形された架け渡し部とがさらに一体に成形される態様は特に好ましく、この場合、受け部と架け渡し部を互いに取り付ける作業を省略出来る為に、作業効率がさらに高まる。
また、侵食防止部の形状を、比較的成形し易い扁平板状もしくは翼状等の外形を有するものとすれば、特に複雑な型枠を必要とすることもなく、例えば受け部や架け渡し部の従来の成形法をそのまま利用して成形し、或いは必要に応じて若干加工するだけで容易に形成させることが出来るなど、生産面において有利である。
さらに、本発明のU字溝の侵食防止部は、好ましくは、これに堰き止められた水がU字溝本体の内側へと導かれる構造を有する。その為、U字溝の周囲の土壌の侵食の原因となる水そのものを周囲の土壌からU字溝本体の内側に導いて排水することが出来る。特に好ましくは、侵食防止部は、水を堰き止める面がU字溝の長手方向に対して斜めに形成されていることである。それにより、U字溝の外側を流れる水が侵食防止部に差し掛かると、水を堰き止める面の向きに沿ってU字溝本体の内側へと導かれ、より効果的に排水され得る。
本発明はまた、別の態様として、U字溝本体の左右の側壁の上部に侵食防止部材を左右片方又は両方に取着してなり、該侵食防止部材は、該左右の側壁の上部よりU字溝本体の外方へと延びそして水流の勢いを弱め得る構造を有することを特徴とするU字溝に関する。かかる態様においては、その侵食防止部材が成形し易い扁平板状もしくは翼状等の外形を有する構造と為すことが出来る為に生産面において有利であり、そして適宜U字溝本体の左右の側壁の上部に鋲着されることが出来る。
上記の侵食防止部材も侵食防止部と同様に、好ましくは、これに堰き止められた水がU字溝本体の内側へと導かれる構造を有する。特に好ましくは、侵食防止部材は、水を堰き止める面がU字溝の長手方向に対して斜めに形成されていることである。それにより、U字溝の外側を流れる水が前記侵食防止部材を通る時、水を堰き止める面に沿ってU字溝本体の内側へと導かれ、より効果的に排水され得る。
その他に、本発明のU字溝は、硬質合成樹脂又は繊維強化樹脂により成形されてなることにより、腐食の問題が起きないだけでなく、コンクリート製のU字溝と比較して軽量であり、その為に取扱い易く、かつ運搬効率が良好であるという利点をも併せ持つ。
The U-shaped groove of the present invention includes an erosion preventing portion having a structure in which the reinforcing frame extends outward from the U-shaped groove main body and can weaken the force of water flow. Therefore, after the U-shaped groove of the present invention is buried, the water flowing through the surface layer of the soil outside the U-shaped groove, such as rain water, hits mainly the side surface of the erosion prevention unit, and the momentum of the water As a result, the erosion of the surrounding soil can be effectively suppressed. Due to this effect, the soil around the U-shaped groove is stabilized, so that the plant is easily rooted and is also easy to grow. And the plant group which flourished around the U-shaped ditch brings about a synergistic effect of weakening the momentum of the water stream flowing there and thereby suppressing the erosion of the surrounding soil. Furthermore, the reinforcing frame includes a receiving part that is placed on the left and right side walls of the U-shaped groove body, and one or a plurality of bridging parts that are horizontally mounted between the left and right receiving parts. Consists of That is, the bridging portion constituting the reinforcing frame is in a state of supporting the left and right receiving portions between the upper ends of the left and right side walls when the reinforcing frame is placed on the left and right side walls. There is also an effect that local deformation of the side wall due to the influence of earth pressure load acting from the outside of the groove to the inside is prevented. The reinforcing frame is preferably formed by integrally forming the left and right receiving portions and the bridging portion. In this case, it is possible to increase the efficiency of the assembling work of the reinforcing frame.
In addition, in the U-shaped groove of the present invention, from the viewpoint that a conventional molding method can be used in manufacturing, the left and right end portions of all or a part of the bridging portion are directed outward of the U-shaped groove body. Each may be extended, and the left and right erosion prevention portions may be formed integrally with the bridge portion. Further, it is particularly preferable that the left and right receiving portions and the bridge portion integrally formed with the erosion prevention portion are integrally formed. In this case, the operation of attaching the receiving portion and the bridge portion to each other can be omitted. , Work efficiency is further increased.
In addition, if the shape of the erosion prevention part has a flat plate shape or a wing shape that is relatively easy to mold, there is no need for a particularly complicated formwork, such as a receiving part or a bridge part. It is advantageous in production because it can be formed by using a conventional forming method as it is or can be easily formed by a little processing as required.
Furthermore, the U-groove erosion preventing portion of the present invention preferably has a structure in which water blocked by the U-groove is guided to the inside of the U-groove main body. Therefore, the water itself that causes the erosion of the soil around the U-shaped groove can be led from the surrounding soil to the inside of the U-shaped groove body and drained. Particularly preferably, the erosion preventing portion is formed such that the surface for blocking water is formed obliquely with respect to the longitudinal direction of the U-shaped groove. Thereby, when the water flowing outside the U-shaped groove reaches the erosion preventing portion, the water is guided to the inside of the U-shaped groove main body along the direction of the surface for blocking water, and can be drained more effectively.
According to another aspect of the present invention, an erosion prevention member is attached to the upper part of the left and right side walls of the U-shaped groove main body on one or both of the left and right side walls. The present invention relates to a U-shaped groove characterized by having a structure that extends outward from the groove-shaped main body and can weaken the momentum of water flow. In such an embodiment, the erosion preventing member can be formed into a structure having an outer shape such as a flat plate shape or a wing shape that is easy to mold, and is advantageous in terms of production, and appropriately on the left and right side walls of the U-shaped groove body. Can be dressed.
Similarly to the erosion prevention portion, the erosion prevention member preferably has a structure in which water blocked by the erosion prevention portion is guided to the inside of the U-shaped groove main body. Particularly preferably, the erosion preventing member has a surface for damming water formed obliquely with respect to the longitudinal direction of the U-shaped groove. Thereby, when the water flowing outside the U-shaped groove passes through the erosion preventing member, the water is guided to the inside of the U-shaped groove main body along the surface for blocking water, and can be drained more effectively.
In addition, the U-shaped groove of the present invention is formed of a hard synthetic resin or a fiber reinforced resin, so that not only corrosion problems do not occur, but also light weight compared to a concrete U-shaped groove, Therefore, it has the advantage that it is easy to handle and has good transport efficiency.

本発明に係るU字溝は、その周囲の土壌の表層を流れ下る雨水及び湧水、又はU字溝本体の内側から外側へと飛散した水を、U字溝本体の上部に形成された侵食防止部又は侵食防止部材の主として側面に衝突させて、その勢いを緩衝して弱めるというものである。まずは、侵食防止部又は侵食防止部材が形成されてなる本発明に係るU字溝の構造について説明する。   The U-shaped groove according to the present invention is an erosion formed in the upper part of the U-shaped groove body by rainwater and spring water flowing down the surface layer of the surrounding soil, or water scattered from the inside to the outside of the U-shaped groove body. The prevention part or the erosion prevention member is caused to collide mainly with the side surface to buffer and weaken the momentum. First, the structure of the U-shaped groove according to the present invention in which an erosion preventing portion or an erosion preventing member is formed will be described.

本発明のU字溝において、その侵食防止部又は侵食防止部材は、水が衝突し、そしてその勢いが効果的に弱められるようにある程度の厚さを有し、そして通常は、一の補強枠又はU字溝本体に対して複数個形成される。侵食防止部又は侵食防止部材の水を堰き止める面の大きさ、侵食防止部又は侵食防止部材の数及び侵食防止部又は侵食防止部材が形成されるピッチ、つまり、一の侵食防止部又は侵食防止部材と、隣の侵食防止部又は侵食防止部材との間隔は、水の勢いを弱めるという効果が維持されるように、流れる水量及びU字溝が埋設される傾斜角度等、埋設される地域の環境条件に合わせて適宜設定される。例えば、降水量が多い、又は傾斜角度が大きい地域に埋設される場合においては、流れる水の勢いをより効果的に弱めるべく、侵食防止部又は侵食防止部材の水を堰き止める面はより大きく、数はより多く、又はピッチはより短く設定されることが望ましい。
侵食防止部又は侵食防止部材の長さ、つまり受け部又はU字溝本体の側壁より外方に向って侵食防止部又は侵食防止部材が延設される長さもまた、U字溝が埋設される地域の状況に応じて適宜設定される。例えば、降水量が特に多い地域等に埋設される場合には、U字溝の外側を流れる水量が多いことが予測される。この場合、これら多量の水の勢いを効果的に抑制する為には、侵食防止部又は侵食防止部材の長さを長く設定することが望ましい。
補強枠の左右に設けられるそれぞれの侵食防止部は、U字溝の長手方向に対して互いに対称の位置となるように形成されている必要はない。例えば、図1に示すように、左及び右の受け部1’、1”に対して横架された3つの架け渡し部2’、2”、2”’が、受け部1’、1”と一体成形されて構成された補強枠3において、架け渡し部2’については左右の端部4’の両方が延長されて侵食防止部5’が形成され、架け渡し部2”については右の端部4”のみが延長されて侵食防止部5”が形成され、そして、架け渡し部2”’については左の端部4”’のみが延長されて侵食防止部5”’が形成された態様が挙げられる。また、図2に示すように、架け渡し部2’、及び架け渡し部2”’においては、その左右の端部4’及び4”’両方に侵食防止部5’及び5”’がそれぞれ形成され、そして、架け渡し部2”においては、左右の端部4”の両方共に侵食防止部が形成されていないという態様をとることも考えられる。
受け部と架け渡し部が別体である場合において、受け部は、一つ以上の架け渡し部を横架し、そしてさらにU字溝本体の側壁の上に載せ置かれ得るものであれば、その形状は特に問われず、例えば平板状、断面略L字形状、断面略T字形状等のものが挙げられる。用いられる架け渡し部もまたその形状が制限されないが、例えば、平板状の他、断面略L字形状、断面略T字形状等のものが使用され、既存の角アングル材などもまた使用され得る。受け部、架け渡し部及び侵食防止部は、任意の組み合せで互いに一体成形されるか或いは各々が別体としてリベット等により鋲着されてもよい。例えば、受け部と架け渡し部が一体成形されて侵食防止部がそれに対して別体である態様であってもよい。
In the U-shaped groove of the present invention, the erosion prevention portion or the erosion prevention member has a certain thickness so that the water collides and the momentum is effectively reduced, and usually one reinforcing frame. Alternatively, a plurality of U-shaped groove bodies are formed. The size of the surface for blocking water of the erosion prevention portion or the erosion prevention member, the number of erosion prevention portions or erosion prevention members and the pitch at which the erosion prevention portion or erosion prevention member is formed, that is, one erosion prevention portion or erosion prevention The distance between the member and the adjacent erosion prevention part or erosion prevention member is such that the amount of flowing water and the angle of inclination where the U-shaped groove is embedded are maintained so that the effect of weakening the momentum of water is maintained. It is set appropriately according to the environmental conditions. For example, in the case where it is buried in an area where there is a large amount of precipitation or where the inclination angle is large, the surface of the erosion prevention part or the erosion prevention member for damming the water is larger in order to more effectively reduce the momentum of the flowing water, It is desirable to set a larger number or a shorter pitch.
The length of the erosion preventing portion or the erosion preventing member, that is, the length of the erosion preventing portion or the erosion preventing member extending outward from the side wall of the receiving portion or the U-shaped groove main body is also embedded in the U-shaped groove. It is set as appropriate according to local conditions. For example, when buried in an area where precipitation is particularly high, it is predicted that the amount of water flowing outside the U-shaped groove is large. In this case, in order to effectively suppress the momentum of these large amounts of water, it is desirable to set the length of the erosion preventing portion or the erosion preventing member long.
The respective erosion preventing portions provided on the left and right sides of the reinforcing frame do not need to be formed so as to be symmetrical with respect to the longitudinal direction of the U-shaped groove. For example, as shown in FIG. 1, three spans 2 ′, 2 ″, 2 ″ ′ horizontally mounted on the left and right receiving portions 1 ′, 1 ″ are formed into receiving portions 1 ′, 1 ″. In the reinforcing frame 3 that is integrally formed with the bridge portion 2 ', both the left and right end portions 4' are extended to form an erosion prevention portion 5 ', and the bridge portion 2 " Only the end portion 4 ″ is extended to form an erosion prevention portion 5 ″, and only the left end portion 4 ″ ′ is extended to form an erosion prevention portion 5 ″ ′ for the bridging portion 2 ″ ′. An embodiment is mentioned. Further, as shown in FIG. 2, in the bridging portion 2 ′ and the bridging portion 2 ″ ′, erosion preventing portions 5 ′ and 5 ″ ′ are formed on both the left and right end portions 4 ′ and 4 ″ ′, respectively. In the bridging portion 2 ″, it is also conceivable that the erosion preventing portion is not formed on both the left and right end portions 4 ″.
In the case where the receiving portion and the bridging portion are separate bodies, the receiving portion can be placed horizontally on one or more bridging portions, and can be placed on the side wall of the U-shaped groove body. The shape in particular is not ask | required, For example, things, such as flat form, cross-sectional substantially L shape, and cross-sectional substantially T shape, are mentioned. The shape of the bridging portion used is not limited, but, for example, a flat plate shape, a substantially L-shaped cross-section, a substantially T-shaped cross-section, or the like can be used, and an existing square angle material can also be used. . The receiving portion, the bridging portion, and the erosion preventing portion may be integrally formed with each other in an arbitrary combination, or each may be attached separately by rivets or the like. For example, the receiving portion and the bridging portion may be integrally formed and the erosion preventing portion may be a separate body.

埋設後において、周囲の土壌の圧力により左右の側壁が局部変形を引き起こすおそれが低い場合等では、上述したような補強枠を使用せずに、U字溝本体の左右の側壁の上部において、侵食防止部材を左右それぞれに取着してなる構造をとる本発明の別の態様のU字溝を利用することも出来る。
侵食防止部材もまた、上述した侵食防止部のように、U字溝本体の左右の側壁の上部において、U字溝の長手方向に対して互いに対称の位置となるように形成されている必要はない。
侵食防止部材は、U字溝本体の側壁の上部、特に側壁の上端にリベットを通す孔を穿設し、この孔に侵食防止部材をリベット等を用いて容易に鋲着されることが出来る。
After embedding, if the right and left side walls are unlikely to cause local deformation due to the pressure of the surrounding soil, erosion will occur at the upper part of the left and right side walls of the U-shaped groove body without using the reinforcing frame as described above. The U-shaped groove according to another aspect of the present invention having a structure in which the prevention member is attached to each of the left and right sides can also be used.
The erosion prevention member also needs to be formed so as to be symmetric with respect to the longitudinal direction of the U-shaped groove at the upper part of the left and right side walls of the U-shaped groove body, like the above-described erosion prevention part. Absent.
The erosion preventing member is formed with a hole through which a rivet passes in the upper part of the side wall of the U-shaped groove main body, in particular, the upper end of the side wall, and the erosion preventing member can be easily attached to the hole using a rivet or the like.

本発明に係るU字溝本体の形状に特に制限はなく、例えば側壁及び底壁が平坦構造のものや、又は凹凸形状が長手方向に交互に繰り返された波形構造のもの等が挙げられる。かかるU字溝本体の材質としては、合成樹脂、例えばポリエチレン、ポリ塩化ビニル、ポリプロピレン、ポリエチレンテレフタレート、ポリアミド等の硬質合成樹脂が挙げられ、また不飽和ポリエステル等にガラス繊維、炭素繊維、有機繊維などを含有させた繊維強化樹脂ももちろん使用され得る。受け部、架け渡し部、侵食防止部及び侵食防止部材の材質もまた、前述の同様の合成樹脂が使用され得る。   There is no restriction | limiting in particular in the shape of the U-shaped groove | channel main body which concerns on this invention, For example, the thing of the corrugated structure etc. with which the side wall and the bottom wall were flat structures, or the uneven | corrugated shape was repeated alternately in the longitudinal direction are mentioned. Examples of the material of the U-shaped groove main body include synthetic resins such as hard synthetic resins such as polyethylene, polyvinyl chloride, polypropylene, polyethylene terephthalate, and polyamide. Glass fibers, carbon fibers, organic fibers, etc. are used for unsaturated polyesters. Of course, a fiber reinforced resin containing bismuth can also be used. The same synthetic resin as described above can also be used for the material of the receiving portion, the bridging portion, the erosion prevention portion, and the erosion prevention member.

次に、本発明のU字溝周辺の土壌の表層を流れ下る水の勢いが弱められる原理について、図3及び図4に示す本発明のU字溝6を挙げて説明する。
U字溝6は、U字溝本体7の左右の側壁8の上端9に形成された平坦なフランジ部10上において、補強枠3が備えられている。補強枠3は、上述した図1に示す補強枠3と同様に、受け部1’、1”に対して横架された3つの架け渡し部2’、2”、2”’が、受け部1’、1”と一体成形された構成である。そして図5に示すように、補強枠3を構成する架け渡し部2’、2”、2”’の左右の端部の両方において、架け渡し部2’、2”
、2”’のそれぞれと一体となり、さらにU字溝本体7の外方へと延長されることにより、扁平板状の侵食防止部5’、5”、5”’が形成されている。なお、補強枠3は、フランジ部10上でリベット11により鋲着されて取り付けられている。本発明のU字溝6を埋設した場合において、図4に示すように、水W1がU字溝6周辺の土壌の表層を上流側Uから下流側Dに向って流れ下ってきたとする。しかし、水W1は、侵食防止部5’、5”、5”’の主として側面に次々とぶつかることにより徐々にその勢いが弱められ、結果として、流水W1は、そのU字溝6の周囲の土壌を削り取って侵食し得る勢いを大きく抑制されるのである。
Next, the principle that the momentum of the water flowing down the surface layer of the soil around the U-shaped groove of the present invention is weakened will be described with reference to the U-shaped groove 6 of the present invention shown in FIGS.
The U-shaped groove 6 includes a reinforcing frame 3 on a flat flange portion 10 formed at the upper ends 9 of the left and right side walls 8 of the U-shaped groove body 7. In the same manner as the reinforcing frame 3 shown in FIG. 1 described above, the reinforcing frame 3 includes three bridging portions 2 ′, 2 ″, 2 ″ ′ horizontally mounted on the receiving portions 1 ′, 1 ″. It is a structure integrally formed with 1 ′, 1 ″. As shown in FIG. 5, the bridging portions 2 ′, 2 ″ at both the left and right ends of the bridging portions 2 ′, 2 ″, 2 ″ constituting the reinforcing frame 3.
In addition, the flat plate-like erosion prevention portions 5 ', 5 ", 5"' are formed by being integrated with each of 2 "'and further extending outward of the U-shaped groove body 7. The reinforcing frame 3 is attached by being attached by a rivet 11 on the flange portion 10. When the U-shaped groove 6 according to the present invention is embedded, as shown in FIG. It is assumed that the surface layer of the surrounding soil has flowed down from the upstream U toward the downstream D. However, the water W1 gradually approaches the erosion preventing portions 5 ′, 5 ″, 5 ″ ′ by hitting the main surfaces one after another. As a result, the momentum that the flowing water W1 can erode by scraping the soil around the U-shaped groove 6 is greatly suppressed.

続いて、侵食防止部のうち、これに堰き止められた水がU字溝本体の内側へと導かれる態様について、図6及び図7に示すU字溝12を挙げて説明する。U字溝12は、その補強枠3に備えられた侵食防止部13’、13”、13”’の他は、前述したU字溝6と同様の構造を有するものである。図8においても示すように、侵食防止部13’、13”、13”’はそれぞれ、架け渡し部2’、2”、2”’と一体であり、扁平板状ではあるが、水を堰き止める側面がU字溝12の長手方向に対して斜め方向に形成されている。本発明のU字溝12を埋設した場合において、U字溝12の外側の土壌の上を、水W2が上流側Uから下流側Dに向って流れ下って来たとする。しかし水W2は、侵食防止部13’、13”、13”’の側面の向きに沿ってU字溝本体7の内側へと導かれ、その結果、効果的に排水されるのである。   Then, the aspect in which the water dammed by this in the erosion prevention part is guided to the inner side of the U-shaped groove main body will be described with reference to the U-shaped groove 12 shown in FIGS. 6 and 7. The U-shaped groove 12 has the same structure as the U-shaped groove 6 except for the erosion preventing portions 13 ′, 13 ″, and 13 ″ ″ provided in the reinforcing frame 3. As shown in FIG. 8, the erosion preventing portions 13 ′, 13 ″, 13 ″ ′ are integral with the bridging portions 2 ′, 2 ″, 2 ″ ′, respectively, and are flat-plate shaped, but dam the water. A side surface to be stopped is formed in an oblique direction with respect to the longitudinal direction of the U-shaped groove 12. In the case where the U-shaped groove 12 of the present invention is buried, it is assumed that the water W2 flows down from the upstream U toward the downstream D on the soil outside the U-shaped groove 12. However, the water W2 is guided to the inside of the U-shaped groove body 7 along the direction of the side surfaces of the erosion preventing portions 13 ', 13 ", 13"', and as a result, is effectively drained.

次に、本発明の他の態様であるU字溝本体の左右の側壁の上部に侵食防止部材を左右それぞれに取着してなるU字溝について、図9及び図10に示すU字溝14を挙げて説明する。
U字溝14は、図3及び図4に示すU字溝6から補強枠3を取り除いた構成であり、U字溝本体7の左右のフランジ部10上において、6つの侵食防止部材15が、U字溝本体7の長手方向に対して直接にリベット11で鋲着されてなる。かかる侵食防止部材15が形成された本発明のU字溝14もまた、上述したU字溝6の侵食防止部5’、5”、5”’と同様に、上流側Uから下流側Dへと流れる水W3が侵食防止部材15の側面に次々とぶつかることでその勢いを弱めることが出来る。
Next, the U-shaped groove 14 shown in FIGS. 9 and 10 is a U-shaped groove formed by attaching an erosion preventing member to the left and right sides of the upper part of the left and right side walls of the U-shaped groove main body according to another aspect of the present invention. Will be described.
The U-shaped groove 14 is configured by removing the reinforcing frame 3 from the U-shaped groove 6 shown in FIGS. 3 and 4. On the left and right flange portions 10 of the U-shaped groove body 7, six erosion preventing members 15 are provided. The U-shaped groove body 7 is directly attached with rivets 11 in the longitudinal direction. The U-shaped groove 14 of the present invention in which the erosion preventing member 15 is formed is also from the upstream U to the downstream D, similarly to the erosion preventing portions 5 ′, 5 ″, 5 ″ ′ of the U-shaped groove 6 described above. When the flowing water W3 hits the side surface of the erosion prevention member 15 one after another, the momentum can be weakened.

侵食防止部材が用いられた本発明のU字溝のより好ましい構造は、侵食防止部材が、これに堰き止められた水がU字溝本体の内側へと導かれる構造、特に、水を堰き止める面がU字溝の長手方向に対して斜めに形成されている構造を有するものである。かかる本発明のU字溝の一態様として、図11及び図12に示すU字溝16を挙げることが出来る。
U字溝16は、図6及び図7に示すU字溝12から補強枠3を取り除いた構成であり、侵食防止部材17が6つ、U字溝本体7の長手方向に対して、斜めとなるように、直接にリベット11で鋲着されてなる。かかるU字溝16もまた、上述したU字溝12と同様に、上流側Uから下流側Dへと流れる水W4を、侵食防止部材17の側面、つまり水を堰き止める面に沿ってU字溝本体7の内側へと導き、効果的に排水することが出来る。
A more preferable structure of the U-shaped groove of the present invention in which the erosion preventing member is used is a structure in which the water dammed by the erosion preventing member is guided to the inside of the U-shaped groove body, in particular, water is dammed. It has a structure in which the surface is formed obliquely with respect to the longitudinal direction of the U-shaped groove. As one embodiment of the U-shaped groove of the present invention, a U-shaped groove 16 shown in FIGS. 11 and 12 can be cited.
The U-shaped groove 16 has a configuration in which the reinforcing frame 3 is removed from the U-shaped groove 12 shown in FIGS. 6 and 7, and the six erosion preventing members 17 are inclined with respect to the longitudinal direction of the U-shaped groove main body 7. As such, it is directly attached with rivets 11. Similarly to the U-shaped groove 12 described above, the U-shaped groove 16 also causes the water W4 flowing from the upstream side U to the downstream side D to be U-shaped along the side surface of the erosion prevention member 17, that is, the surface that dams up water. It can lead to the inside of the groove body 7 and drain effectively.

本発明を実施例を挙げてさらに具体的に説明する。以下の実施例はいかなる場合も本発明を限定するものと解釈してはならない。   The present invention will be described more specifically with reference to examples. The following examples should not be construed as limiting the invention in any way.

(実施例1)
本実施例においては、図3及び図4に示す本発明のU字溝6を使用した。断面略L字形状である左右の受け部1’、1”と架け渡し部2’、2”、2”’からなる補強枠3、及び侵食防止部5’、5”、5”’、並びにU字溝本体7は、すべてポリエチレンからなる。U字溝本体7は、その底壁18から左右の側壁8の上部へと延びる凹条部19及び凸条部20が、長手方向に交互に連続形成されて波形構造に成形され、その側壁8にはU字溝
6の浮上を防止する為の膨出部21、及び側壁8の上部を補強する為のリブ部22が形成された構造のものを用意した。
侵食防止部5’、5”、5”’及びU字溝本体7の寸法を下記に示す。

侵食防止部5’、5”、5”’の寸法(すべて共通)
幅:60mm、長さ:200mm
U字溝本体7の寸法
底壁18の幅:600mm
側壁8の上端9までの高さ:650mm
長手方向の長さ:1180mm

次に、土を用いて高さおよそ5mの人工の山を築き、その山の斜面(傾斜角およそ10°)に、長手方向が山頂から麓に向うように本発明のU字溝6を複数連結して並べ埋設した。次に、該人工の山の山頂から麓の方向へと、侵食防止部5’、5”、5”’に向っておよそ10リットル/分で、図4に示す水W1を連続して流しながら、U字溝6の周囲の土壌を観察した。その結果、水W1は、侵食防止部5’、5”、5”’を通ると、その勢いが弱まることが観察され、水を流し始めて24時間後においても、U字溝6の侵食防止部5’、5”、5”’近傍の土壌及び下側の土壌には水W1による目立った侵食は見られなかった。
(Example 1)
In this embodiment, the U-shaped groove 6 of the present invention shown in FIGS. 3 and 4 was used. Reinforcing frame 3 having left and right receiving portions 1 ′, 1 ″ and bridging portions 2 ′, 2 ″, 2 ″ ′ having a substantially L-shaped cross section, and erosion preventing portions 5 ′, 5 ″, 5 ″ ′, and The U-shaped groove main body 7 is entirely made of polyethylene, and the U-shaped groove main body 7 has concave strip portions 19 and convex strip portions 20 extending alternately from the bottom wall 18 to the upper portions of the left and right side walls 8 in the longitudinal direction. It is formed and formed into a corrugated structure, and the side wall 8 has a structure in which a bulging portion 21 for preventing the U-shaped groove 6 from floating and a rib portion 22 for reinforcing the upper portion of the side wall 8 are formed. Prepared.
The dimensions of the erosion prevention portions 5 ′, 5 ″, 5 ″ ′ and the U-shaped groove body 7 are shown below.

Erosion prevention part 5 ', 5 ", 5"' dimensions (all common)
Width: 60mm, length: 200mm
Dimensions of U-shaped groove body 7
Bottom wall 18 width: 600 mm
Height to the upper end 9 of the side wall 8: 650 mm
Longitudinal length: 1180mm

Next, an artificial mountain having a height of about 5 m is built using soil, and a plurality of U-shaped grooves 6 of the present invention are formed on the slope of the mountain (inclination angle of about 10 °) so that the longitudinal direction is from the peak to the foot. Connected and buried. Next, the water W1 shown in FIG. 4 is continuously flowed from the top of the artificial mountain toward the ridge toward the erosion prevention portions 5 ′, 5 ″, 5 ″ ′ at approximately 10 liters / minute. The soil around the U-shaped groove 6 was observed. As a result, when the water W1 passes through the erosion prevention portions 5 ′, 5 ″, 5 ″ ′, it is observed that the momentum is weakened, and even after 24 hours from the start of water flow, the erosion prevention portion of the U-shaped groove 6 is observed. No noticeable erosion due to water W1 was observed in the soil in the vicinity of 5 ′, 5 ″, 5 ″ ′ and the lower soil.

(実施例2)
本実施例においては、図6及び図7に示すU字溝12を使用した。なお、U字溝12の構造のうち、侵食防止部13’、13”、13”’の他は、実施例1におけるU字溝6と同様の構造である。
侵食防止部13’、13”、13”’の寸法を下記に示す。

侵食防止部13’、13”、13”’の寸法(すべて共通)
幅:60mm、長さ:200mm

次に、実施例1と同様に人工の山を築き、そしてU字溝12を連結して並べ埋設した後、該人工の山の山頂から麓の方向へと、侵食防止部13’、13”、13”’に向っておよそ10リットル/分で、図7に示す水W2を連続して流し、U字溝12の周辺の土壌を観察した。その結果、水W2は、侵食防止部13’、13”、13”’を通るとその側面に堰き止められ、なおかつ、該側面に沿って、U字溝本体7の内側へと効果的に導かれることが観察された。また水を流し始めて24時間後においても、U字溝12の侵食防止部13’、13”、13”’近傍の土壌及び下側の土壌には水W2による目立った侵食は見られなかった。
(Example 2)
In this example, the U-shaped groove 12 shown in FIGS. 6 and 7 was used. The structure of the U-shaped groove 12 is the same as that of the U-shaped groove 6 in the first embodiment except for the erosion preventing portions 13 ′, 13 ″, 13 ″ ′.
The dimensions of the erosion prevention portions 13 ′, 13 ″, 13 ″ ′ are shown below.

Dimensions of erosion prevention parts 13 ', 13 ", 13"' (all common)
Width: 60mm, length: 200mm

Next, after constructing an artificial mountain in the same manner as in Example 1 and connecting and embedding the U-shaped grooves 12, the erosion preventing portions 13 ', 13 "are moved from the top of the artificial mountain to the ridge. The water W2 shown in FIG. 7 was continuously flowed at 10 liters / minute toward 13 ″ ′, and the soil around the U-shaped groove 12 was observed. As a result, when the water W2 passes through the erosion preventing portions 13 ′, 13 ″, 13 ″ ′, the water W2 is dammed to the side surfaces, and is effectively guided to the inside of the U-shaped groove body 7 along the side surfaces. It was observed that Further, even after 24 hours from the start of water flow, no remarkable erosion due to the water W2 was observed in the soil in the vicinity of the erosion preventing portions 13 ′, 13 ″, 13 ″ ′ of the U-shaped groove 12 and the lower soil.

(実施例3)
本実施例においては、侵食防止部材15が取り付けられてなる、図9及び図10に示す本発明のU字溝14を使用した。侵食防止部材15はポリエチレンからなり、侵食防止部材15は、リベット11によって、U字溝本体7の上端9に形成されたフランジ部10に鋲着されている。なお、本実施例におけるU字溝本体7は、実施例1で用いられたものと同様のものである。
侵食防止部材15の寸法を下記に示す。

侵食防止部材15の寸法 幅:60mm、長さ:200mm

次に、実施例1と同様に人工の山を築き、そしてU字溝14を連結して並べ埋設した後、該人工の山の山頂から麓の方向へと、侵食防止部材15に向っておよそ10リットル/
分で、図10に示す水W3を連続して流し、U字溝14の周辺の土壌を観察した。その結果、水W3は、侵食防止部材15を通る時にその側面において堰き止められ、なおかつ、該側面に沿って、U字溝本体7の内側へと効果的に排出されることが観察された。また水を流し始めて24時間後においても、U字溝14の侵食防止部材15近傍の土壌及び下側の土壌には水W3による目立った侵食は見られなかった。
(Example 3)
In this embodiment, the U-shaped groove 14 of the present invention shown in FIGS. 9 and 10 to which the erosion preventing member 15 is attached is used. The erosion preventing member 15 is made of polyethylene, and the erosion preventing member 15 is attached to the flange portion 10 formed on the upper end 9 of the U-shaped groove main body 7 by a rivet 11. The U-shaped groove body 7 in the present embodiment is the same as that used in the first embodiment.
The dimensions of the erosion prevention member 15 are shown below.

Dimensions of the erosion prevention member 15 Width: 60 mm, Length: 200 mm

Next, after constructing an artificial mountain in the same manner as in Example 1 and connecting and embedding the U-shaped grooves 14, the artificial mountain is directed toward the erosion prevention member 15 from the summit to the ridge. 10 liters /
In minutes, water W3 shown in FIG. 10 was continuously flowed, and the soil around the U-shaped groove 14 was observed. As a result, it was observed that the water W3 was dammed on its side surface when passing through the erosion prevention member 15, and was effectively discharged along the side surface to the inside of the U-shaped groove body 7. In addition, even after 24 hours from the start of water flow, no remarkable erosion due to the water W3 was observed in the soil in the vicinity of the erosion preventing member 15 of the U-shaped groove 14 and in the lower soil.

(実施例4)
本実施例においては、図11及び図12に示すU字溝16を使用した。なお、U字溝16の構造のうち、侵食防止部材17の他は、実施例3におけるU字溝14と同様の構造である。
侵食防止部材17の寸法を下記に示す。

侵食防止部材17の寸法 幅:60mm、長さ:250mm

次に、実施例1と同様に人工の山を築き、そしてU字溝16を連結して並べ埋設した後、該人工の山の山頂から麓の方向へと、侵食防止部材17に向っておよそ10リットル/分で、図12に示す水W4を連続して流し、U字溝16の周辺の土壌を観察した。その結果、水W4は、侵食防止部材17の側面に堰き止められ、さらにその側面に沿って、U字溝本体7の内側へと効果的に排出されることが観察された。また水を流し始めて24時間後においても、U字溝16の侵食防止部材17近傍の土壌及び下側の土壌には水W4による目立った侵食は見られなかった。
(Example 4)
In this embodiment, the U-shaped groove 16 shown in FIGS. 11 and 12 is used. The structure of the U-shaped groove 16 is the same as that of the U-shaped groove 14 in the third embodiment except for the erosion preventing member 17.
The dimensions of the erosion prevention member 17 are shown below.

Dimensions of erosion preventing member 17 Width: 60 mm, length: 250 mm

Next, after constructing an artificial mountain in the same manner as in Example 1 and connecting and embedding the U-shaped grooves 16, the artificial mountain is directed toward the erosion prevention member 17 from the summit to the ridge. The water W4 shown in FIG. 12 was continuously flowed at 10 liters / minute, and the soil around the U-shaped groove 16 was observed. As a result, it was observed that the water W4 was dammed to the side surface of the erosion preventing member 17 and was effectively discharged to the inside of the U-shaped groove body 7 along the side surface. In addition, even after 24 hours from the start of water flow, no conspicuous erosion due to the water W4 was observed in the soil in the vicinity of the erosion preventing member 17 of the U-shaped groove 16 and in the lower soil.

補強枠3に対して形成される侵食防止部の一態様を示した斜視図である。5 is a perspective view showing an aspect of an erosion preventing portion formed for a reinforcing frame 3. FIG. 補強枠3に対して形成される侵食防止部の別態様を示した斜視図である。FIG. 5 is a perspective view showing another aspect of an erosion prevention portion formed for the reinforcing frame 3. 本発明の一態様であるU字溝6の斜視図である。It is a perspective view of the U-shaped groove 6 which is 1 aspect of this invention. 本発明の一態様であるU字溝6の平面図である。It is a top view of the U-shaped groove 6 which is 1 aspect of this invention. 侵食防止部5が備えられた補強枠3の斜視図である。It is a perspective view of the reinforcement frame 3 provided with the erosion prevention part 5. FIG. 本発明の一態様であるU字溝12の斜視図である。It is a perspective view of the U-shaped groove | channel 12 which is 1 aspect of this invention. 本発明の一態様であるU字溝12の平面図である。It is a top view of the U-shaped groove | channel 12 which is 1 aspect of this invention. 侵食防止部13が備えられた補強枠3の斜視図である。It is a perspective view of the reinforcement frame 3 provided with the erosion prevention part 13. FIG. 本発明の一態様であるU字溝14の斜視図である。It is a perspective view of the U-shaped groove | channel 14 which is 1 aspect of this invention. 本発明の一態様であるU字溝14の平面図である。It is a top view of the U-shaped groove | channel 14 which is 1 aspect of this invention. 本発明の一態様であるU字溝16の斜視図である。It is a perspective view of the U-shaped groove | channel 16 which is 1 aspect of this invention. 本発明の一態様であるU字溝16の平面図である。It is a top view of the U-shaped groove | channel 16 which is 1 aspect of this invention. (a)は従来のU字溝23の平面図であり、(b)は(a)のX−X線における断面図である。(A) is a top view of the conventional U-shaped groove 23, (b) is sectional drawing in the XX line of (a).

符号の説明Explanation of symbols

1 受け部 2’、2”、2”’ 架け渡し部 3 補強枠
4’、4”、4”’ 端部 5’、5”、5”’、13’、13”、13”’ 侵食防止部
6、12、14、16 本発明のU字溝 7 U字溝本体 8 側壁 9 上端10 フランジ部 11 リベット 15、17 侵食防止部材 18 底壁
19 凹条部 20 凸条部 21 膨出部 22 リブ部
23 従来のU字溝
1 Receiving part 2 ', 2 ", 2"' Crossing part 3 Reinforcement frame 4 ', 4 ", 4"' End part 5 ', 5 ", 5"', 13 ', 13 ", 13"' Prevention of erosion Portions 6, 12, 14, 16 U-shaped groove 7 U-shaped groove main body 8 Side wall 9 Upper end 10 Flange portion 11 Rivet 15, 17 Erosion preventing member 18 Bottom wall 19 Concave portion 20 Convex portion 21 Swelling portion 22 Rib 23 Conventional U-shaped groove

Claims (12)

U字溝本体の左右の側壁の上に各々載せ置かれる受け部と、左右の該受け部の間に横架される1本もしくは複数本の架け渡し部とから構成されるところの硬質合成樹脂又は繊維強化樹脂からなる補強枠が前記U字溝本体上に備えられるU字溝であって、
前記補強枠は、その左右の各部分から又はその左右の両部分からU字溝本体の外方へとほぼ水平に延設されそして水流の勢いを弱め得る構造を有するところの硬質合成樹脂又は繊維強化樹脂からなる侵食防止部を適当なピッチで複数個更に備えてなることを特徴とするU字溝。
Rigid synthetic resin comprising a receiving part placed on the left and right side walls of the U-shaped groove body and one or a plurality of bridging parts that are laid horizontally between the left and right receiving parts Or a U-shaped groove provided on the U-shaped groove main body with a reinforcing frame made of fiber-reinforced resin ,
The reinforcing frame is a hard synthetic resin or fiber having a structure that extends substantially horizontally from each of the left and right parts or from both the left and right parts to the outside of the U-shaped groove body and can weaken the force of water flow. A U-shaped groove, further comprising a plurality of erosion prevention portions made of reinforced resin at an appropriate pitch .
全部又は一部の前記架け渡し部の左右の端部がU字溝本体の外方へとそれぞれ延長されて、左右の侵食防止部が該架け渡し部と一体に形成されていることを特徴とする請求項1記載のU字溝。 The left and right end portions of all or part of the bridging portion are respectively extended outward of the U-shaped groove body, and the left and right erosion prevention portions are formed integrally with the bridging portion. The U-shaped groove according to claim 1. 前記補強枠は、左右の前記受け部と前記架け渡し部とが一体に成形されてなることを特徴とする請求項1記載のU字溝。 The U-shaped groove according to claim 1, wherein the reinforcing frame is formed by integrally forming the left and right receiving portions and the bridging portion. 前記補強枠は、左右の前記受け部と前記架け渡し部とが一体に成形されてなることを特徴とする請求項2記載のU字溝。 The U-shaped groove according to claim 2, wherein the reinforcing frame is formed by integrally forming the left and right receiving portions and the bridging portion. 前記侵食防止部は、扁平板状もしくはこれに近い形状の外形を有することを特徴とする請求項1ないし請求項4のうちいずれか1項記載のU字溝。 5. The U-shaped groove according to claim 1, wherein the erosion preventing portion has an outer shape of a flat plate shape or a shape close thereto. 前記侵食防止部は、これに堰き止められた水が前記U字溝本体の内側へと導かれる構造となっていることを特徴とする請求項1ないし請求項5のうちいずれか1項記載のU字溝。 The said erosion prevention part has a structure in which the water dammed up by this is led to the inner side of the said U-shaped groove main body, The any one of Claims 1 thru | or 5 characterized by the above-mentioned. U-shaped groove. 前記侵食防止部は、水を堰き止める面がU字溝の長手方向に対して斜めに形成されていることを特徴とする請求項6記載のU字溝。 The U-groove according to claim 6, wherein the erosion preventing portion has a surface that dams water obliquely with respect to the longitudinal direction of the U-groove. 硬質合成樹脂又は繊維強化樹脂からなるU字溝本体の左右の側壁の上部に硬質合成樹脂又は繊維強化樹脂からなる侵食防止部材を左右片方又は両方に適当なピッチで複数個取着してなり、該侵食防止部材は、該左右の側壁の上部よりU字溝本体の外方へとほぼ水平に延びそして水流の勢いを弱め得る構造を有することを特徴とするU字溝。 A plurality of erosion prevention members made of hard synthetic resin or fiber reinforced resin are attached to the left and right side walls of the U-shaped groove main body made of hard synthetic resin or fiber reinforced resin at an appropriate pitch on both the left and right sides. The U-groove characterized in that the erosion prevention member has a structure that extends substantially horizontally from the upper part of the left and right side walls to the outside of the U-groove main body and can weaken the momentum of the water flow. 前記侵食防止部材は、扁平板状もしくはこれに近い形状の外形を有し、かつU字溝本体の左右の側壁の上部に鋲着されていることを特徴とする請求項8記載のU字溝。 9. The U-shaped groove according to claim 8, wherein the erosion preventing member has an outer shape of a flat plate shape or a shape close thereto, and is attached to upper portions of left and right side walls of the U-shaped groove main body. . 前記侵食防止部材は、これに堰き止められた水が前記U字溝本体の内側へと導かれる構造となっていることを特徴とする請求項8又は請求項9記載のU字溝。 The U-groove according to claim 8 or 9, wherein the erosion preventing member has a structure in which water blocked by the erosion preventing member is guided to the inside of the U-groove main body. 前記侵食防止部材は、水を堰き止める面がU字溝の長手方向に対して斜めに形成されていることを特徴とする請求項10記載のU字溝。 11. The U-shaped groove according to claim 10, wherein the erosion preventing member has a surface that dams up water and is formed obliquely with respect to the longitudinal direction of the U-shaped groove. 硬質合成樹脂又は繊維強化樹脂により成形されてなることを特徴とする請求項1ないし請求項のうちいずれか1項記載のU字溝。
The U-shaped groove according to any one of claims 1 to 7 , wherein the U-shaped groove is formed of a hard synthetic resin or a fiber reinforced resin.
JP2004021471A 2004-01-29 2004-01-29 U-shaped groove Expired - Fee Related JP3622183B1 (en)

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