JP2007063754A - Grating for side ditch cover - Google Patents

Grating for side ditch cover Download PDF

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JP2007063754A
JP2007063754A JP2005247345A JP2005247345A JP2007063754A JP 2007063754 A JP2007063754 A JP 2007063754A JP 2005247345 A JP2005247345 A JP 2005247345A JP 2005247345 A JP2005247345 A JP 2005247345A JP 2007063754 A JP2007063754 A JP 2007063754A
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grating
plate member
side groove
road
surface water
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Koichi Matsumoto
光一 松本
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MATSUMOTO KENSETSU KK
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MATSUMOTO KENSETSU KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a grating for a side ditch cover on which surface water can be prevented from passing, and which enables the surface water to be efficiently discharged into a side ditch from a road surface. <P>SOLUTION: In this grating 20 for the side ditch cover, a lattice is formed by making a plurality of plate member 26 and a plurality of rod members 36 cross one another, and the plate thickness of the longitudinally perpendicular cross section of the plate member 26 is decreased toward the upper end of the cross section. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、道路表面から地表水を排水する側溝の蓋として用いられる側溝蓋用グレーチングに関する。   The present invention relates to a grating for a gutter lid used as a gutter lid for draining surface water from a road surface.

雨が降ると、雨水が地表水となって道路表面を流れる。道路表面を流れる地表水は、道路に直接降り注いだ雨水のみならず、隣接地から道路へ流れ込む雨水をも含んでいる。道路表面を流れる地表水を放置しておくと、地表水が窪地等に集まり、道路が冠水し、交通障害の原因となる場合がある。また、道路や周囲の法面が弱化し崩壊する原因にもつながりかねない。そこで、道路の排水設備の一環として、側溝が設けられており、道路表面から地表水を側溝に排水し、道路の冠水等を防止している(非特許文献1参照)。   When it rains, it becomes surface water and flows on the road surface. The surface water flowing on the road surface includes not only rainwater that has been poured directly onto the road, but also rainwater that flows into the road from adjacent areas. If the surface water flowing on the road surface is left unattended, the surface water gathers in depressions and the like, and the road is flooded, which may cause traffic problems. In addition, roads and surrounding slopes may weaken and collapse. Therefore, a gutter is provided as part of the road drainage facility, and surface water is drained from the road surface to the gutter to prevent flooding of the road (see Non-Patent Document 1).

恒久的な側溝としてコンクリート側溝がある。コンクリート側溝にはL形側溝、U形側溝、半円形側溝等の様々な断面形状のものがある。L形側溝は、市街部の道路の路肩に設けられることが多く、街渠とも呼ばれている。U形側溝は、道路の路肩のみならず法肩、法面、法尻等様々な箇所に広く設けられている。
U形側溝を設ける場合、U形側溝が車両や歩行者の通行の妨げとなることを防止しなければならない。このため、U形側溝を側溝蓋で覆うことが多い。側溝蓋により覆われたU形側溝の一例を図4(i)及び(ii)に示す。側溝蓋16は、長方形のコンクリート製平板によって形成されている。市街部では、側溝蓋16をL形側溝の形状とすることがある。そして、側溝蓋用グレーチング20が側溝蓋16同士の間に一定間隔で設置されている。
There is a concrete gutter as a permanent gutter. There are concrete side grooves of various cross-sectional shapes such as L-shaped side grooves, U-shaped side grooves, and semicircular side grooves. L-shaped side grooves are often provided on the shoulders of roads in urban areas, and are also called street lamps. U-shaped side grooves are widely provided not only at the shoulders of roads but also at various locations such as the shoulders, slopes, and slopes.
When providing a U-shaped side groove, it must be prevented that the U-shaped side groove hinders the passage of vehicles and pedestrians. For this reason, the U-shaped side groove is often covered with a side groove cover. An example of the U-shaped side groove covered with the side groove cover is shown in FIGS. 4 (i) and (ii). The side groove cover 16 is formed of a rectangular concrete flat plate. In urban areas, the gutter lid 16 may be shaped like an L-shaped gutter. And the side groove cover grating 20 is installed between the side groove covers 16 at regular intervals.

側溝蓋用グレーチング20は、鋼製の受枠22、複数本の細長い鋼製の板部材26、複数本の鋼製の棒部材36を有する。板部材26と棒部材36とが互いに直交して格子を形成し、この格子の周囲を受枠22が囲んでいる。
I型鋼や長方形断面を有する細長い平板が、板部材26として用いられている。丸棒や正方形断面を有する角棒が、棒部材36として用いられている。角棒を軸周りに捻った捻り棒が棒部材36として用いられることもある。
The side groove lid grating 20 includes a steel receiving frame 22, a plurality of elongated steel plate members 26, and a plurality of steel rod members 36. The plate member 26 and the bar member 36 are orthogonal to each other to form a lattice, and the receiving frame 22 surrounds the periphery of the lattice.
A long flat plate having I-shaped steel or a rectangular cross section is used as the plate member 26. A round bar or a square bar having a square cross section is used as the bar member 36. A torsion bar obtained by twisting a square bar around the axis may be used as the bar member 36.

各板部材26の断面積は、各棒部材36の断面積よりも広く、各板部材26の強度は各棒部材36の強度よりも強い。また、隣接する板部材26同士の間隔L2は、隣接する棒部材36同士の間隔L1よりも短い。したがって、板部材26の長手方向から働く外力に対して側溝蓋用グレーチング20が有する強度は、棒部材36の長手方向から働く外力に対して側溝蓋用グレーチング20が有する強度よりも強い。   The cross-sectional area of each plate member 26 is wider than the cross-sectional area of each bar member 36, and the strength of each plate member 26 is stronger than the strength of each bar member 36. Further, the interval L2 between the adjacent plate members 26 is shorter than the interval L1 between the adjacent bar members 36. Therefore, the strength of the side groove cover grating 20 against the external force acting from the longitudinal direction of the plate member 26 is stronger than the strength of the side groove cover grating 20 against the external force acting from the longitudinal direction of the bar member 36.

板部材26の長手方向が道路10の横断勾配の方向と一致している。したがって、道路10を走行する車両から側溝蓋用グレーチング20に働く側圧は、板部材26の長手方向に働くこととなり、側溝蓋用グレーチング20がこの側圧によって破損することは防止されている。
側溝蓋用グレーチング20同士の設置間隔は、道路10が建設されている地域の気象、地形、交通量等様々な条件を考慮して決定されている。また、一般に、国が管理する道路10では、側溝蓋用グレーチング20同士の設置間隔が比較的短くなっており、地方自治体が管理する道路10では、側溝蓋用グレーチング20同士の設置間隔が比較的長くなっている。山間部の道路10は地方自治体によって管理されている場合が多く、このような山間部の道路10では、側溝蓋用グレーチング20同士の設置間隔が比較的長い。
The longitudinal direction of the plate member 26 coincides with the direction of the cross gradient of the road 10. Therefore, the side pressure acting on the side groove cover grating 20 from the vehicle traveling on the road 10 acts in the longitudinal direction of the plate member 26, and the side groove cover grating 20 is prevented from being damaged by this side pressure.
The installation interval between the side groove lid gratings 20 is determined in consideration of various conditions such as the weather, topography, and traffic volume of the area where the road 10 is constructed. In general, the installation interval between the side groove cover gratings 20 is relatively short on the road 10 managed by the country, and the installation interval between the side groove cover gratings 20 is relatively low on the road 10 managed by the local government. It is getting longer. In many cases, the mountain road 10 is managed by a local government. In such a mountain road 10, the installation interval between the side groove cover gratings 20 is relatively long.

道路表面12の地表水は、まず、道路10の横断勾配に従って側溝蓋16に向かって流れる。次いで、地表水は、道路10の縦断勾配の上手側から下手側の側溝蓋用グレーチング20に向かって流れる。側溝蓋用グレーチング20まで流れた地表水は、側溝蓋用グレーチング20の格子の隙間を通って落下し、U形側溝14に排水される。
三木博史、外5名、「新・土木構造物設計計算例 道路土木構造物の設計計算例」、初版、株式会社山海堂、2000年12月8日、p.189−214
The surface water on the road surface 12 first flows toward the gutter lid 16 according to the cross gradient of the road 10. Next, the surface water flows from the upper side of the longitudinal gradient of the road 10 toward the lower groove side grating 20. The surface water that has flowed to the side groove cover grating 20 falls through the gaps in the lattice of the side groove cover grating 20 and is drained into the U-shaped side groove 14.
Hiroshi Miki, 5 others, “New calculation example of civil engineering structure design calculation example of road civil engineering structure”, first edition, Sankai-do Co., Ltd., December 8, 2000, p. 189-214

近年、地球温暖化等が原因となって、予想外の豪雨に見舞われる地域が増加している。地域によっては、豪雨時の降水量がその地域の道路10を設計した際の予想降水量をはるかに上回っている。
山間部の道路10が予想外の豪雨に見舞われると、大量の雨水が地表水となって道路表面12を流れ下り、側溝蓋用グレーチング20からU形側溝14に排水される。側溝蓋用グレーチング20同士の設置間隔が比較的長くとられている山間部の道路10では、道路10の縦断勾配が急であることも手伝って、側溝蓋用グレーチング20まで流れてくる地表水の流速が非常に速くなっている。
In recent years, areas that have been hit by unexpected heavy rains are increasing due to global warming and the like. In some regions, the amount of precipitation during heavy rain is much higher than the expected amount of rainfall when designing the road 10 in that region.
When the mountain road 10 is hit by an unexpected heavy rain, a large amount of rainwater becomes surface water and flows down the road surface 12 and is drained from the gutter lid grating 20 to the U-shaped side gutter 14. In the mountain road 10 where the installation interval between the side groove cover gratings 20 is relatively long, the surface water flowing to the side groove cover grating 20 is also aided by the steep vertical slope of the road 10. The flow rate is very fast.

図5に示すように、流速の速い地表水が大量に側溝蓋用グレーチング20まで流れてきた場合、側溝蓋用グレーチング20の格子の隙間からU形側溝14に落下する地表水はごく一部にすぎない。残りの地表水は側溝蓋用グレーチング20の上をそのまま通過してしまい、道路表面12を地表水が川のように流れてしまう。
発明者の知見によれば、以下の現象が側溝蓋用グレーチング20の上で生じていると考えられる。すなわち、側溝蓋用グレーチング20まで流れてくる流速の速い地表水には、大きな慣性力が働いている。そして、地表水が側溝蓋用グレーチング20の上に達すると、反力が側溝蓋用グレーチング20の板部材26の上端の面から地表水に働く。これらの慣性力と反力とが地表水に作用することによって、地表水は、板部材26の上端の面の上を順番に飛び跳ねるようにして移動していく。この結果、かなりの量の地表水が側溝蓋用グレーチング20の上をそのまま通過してしまうのである。
As shown in FIG. 5, when a large amount of surface water with a high flow velocity flows to the side groove cover grating 20, only a small amount of surface water falls into the U-shaped side groove 14 from the lattice gap of the side groove cover grating 20. Only. The remaining surface water passes over the gutter lid grating 20 as it is, and the surface water flows like a river on the road surface 12.
According to the knowledge of the inventor, it is considered that the following phenomenon occurs on the grating 20 for the side groove cover. That is, a large inertial force is acting on the surface water having a high flow velocity that flows to the grating 20 for the gutter lid. When the surface water reaches the side groove cover grating 20, the reaction force acts on the surface water from the upper end surface of the plate member 26 of the side groove cover grating 20. When these inertial forces and reaction forces act on the surface water, the surface water moves so as to jump on the upper end surface of the plate member 26 in order. As a result, a considerable amount of surface water passes as it is over the gutter lid grating 20.

地表水が、側溝蓋用グレーチング20の上を通過し、さらに道路表面12を流れ下っていくと、窪地等に地表水が溜まって道路10が冠水し、道路10や周囲の法面が弱化し崩壊してしまう。
本発明は、上記問題を解決するものであり、その目的とするところは、地表水が側溝蓋用グレーチングの上をそのまま通過してしまうことを防止し、道路表面から地表水を効率よく側溝に排水可能な側溝蓋用グレーチングを提供することである。
When surface water passes over the gutter lid grating 20 and further flows down the road surface 12, surface water accumulates in depressions and the like, flooding the road 10, and weakening the road 10 and surrounding slopes. It will collapse.
The present invention solves the above-mentioned problems, and the object of the present invention is to prevent surface water from passing over the grating for the side groove cover as it is, and efficiently convert surface water from the road surface into the side groove. It is to provide a grating for a gutter lid that can be drained.

本発明は、その課題を解決するために以下のような構成をとる。請求項1の発明に係る側溝蓋用グレーチングは、複数本の第1の部材と、複数本の第2の部材と、を有し、当該第1の部材と当該第2の部材とが互いに交差して格子を形成する側溝蓋用グレーチングであって、前記第1の部材の長手方向に垂直な断面における板厚が、当該断面の上端にむかって減少している。   The present invention adopts the following configuration in order to solve the problem. The grating for gutter lid according to the invention of claim 1 has a plurality of first members and a plurality of second members, and the first member and the second member intersect each other. Thus, the grating for the side groove lid that forms the lattice, the plate thickness in the cross section perpendicular to the longitudinal direction of the first member decreases toward the upper end of the cross section.

請求項1の発明によれば、第1の部材の板厚が断面の上端に向かって減少しているので、第1の部材の上端の面の面積が狭くなる。
第1の部材の上端の面の面積が狭くなれば、第1の部材の上端からこの上を移動する地表水に働く反力が小さくなる。第1の部材の上端から地表水に働く反力が小さくなると、隣接する第1の部材の上まで移動できる地表水が減り、第1の部材同士間の隙間から落下する地表水が増える。すなわち、第1の部材の上を順番に飛び跳ねるようにして移動していく地表水の量が減る。第1の部材の上端における板厚を調整すれば、第1の部材の上端から地表水に働く反力の大きさを調整できる。例えば、第1の部材の上端における板厚を零とし、第1の部材の上端の面の面積を零とすれば、第1の部材の上端から地表水に働く反力が限りなく小さくなる。
According to the first aspect of the present invention, since the plate thickness of the first member decreases toward the upper end of the cross section, the area of the upper end surface of the first member is reduced.
If the area of the upper end surface of the first member is reduced, the reaction force acting on the surface water moving above the upper end of the first member is reduced. When the reaction force acting on the surface water from the upper end of the first member decreases, the surface water that can move to above the adjacent first member decreases, and the surface water that falls from the gap between the first members increases. That is, the amount of surface water that moves so as to jump on the first member in order is reduced. By adjusting the plate thickness at the upper end of the first member, the magnitude of the reaction force acting on the surface water from the upper end of the first member can be adjusted. For example, if the plate thickness at the upper end of the first member is zero and the area of the upper end surface of the first member is zero, the reaction force that acts on the surface water from the upper end of the first member becomes extremely small.

第1の部材の長手方向に垂直な断面の上端を丸めてしまうことが可能である。第1の部材の上端が丸まって曲面となると、第1の部材の上端から地表水に働く反力の方向が分散してしまう。このように反力の方向を分散させると、地表水が飛び散って第1の部材同士間の隙間から落下しやすくなる。
このような第1の部材は、例えば、細長い鋼製の板部材の一部を長手方向に連続して研削することによって容易に製造可能である。
It is possible to round off the upper end of the cross section perpendicular to the longitudinal direction of the first member. When the upper end of the first member is rounded into a curved surface, the direction of the reaction force acting on the surface water from the upper end of the first member is dispersed. When the direction of the reaction force is dispersed in this way, the surface water is scattered and easily falls from the gap between the first members.
Such a first member can be easily manufactured by, for example, continuously grinding a part of an elongated steel plate member in the longitudinal direction.

請求項2の発明に係る側溝蓋用グレーチングは、請求項1に記載の側溝蓋用グレーチングであって、前記第1の部材が有する前側側面のうちの少なくとも上端側部分が、前方に向かって傾斜している。
請求項2の発明によれば、第1の部材の上端に達した地表水は、第1の部材の前側側面の傾斜によって案内されて流れ落ち、側溝へ排水される。
The grating for a side groove cover according to the invention of claim 2 is the grating for the side groove cover according to claim 1, wherein at least an upper end side portion of the front side surface of the first member is inclined forward. is doing.
According to the second aspect of the present invention, the surface water that has reached the upper end of the first member flows down by being guided by the inclination of the front side surface of the first member, and is drained into the gutter.

請求項3の発明に係る側溝蓋用グレーチングは、請求項1又は請求項2に記載の側溝蓋用グレーチングであって、隣接する前記第1の部材同士の間隔が、隣接する前記第2の部材同士の間隔に対して、
(隣接する第1の部材同士の間隔)≧(隣接する第2の部材同士の間隔)
となっている。
請求項3の発明によれば、第1の部材同士の間隔を長くすることができ、地表水が第1の部材同士の間の隙間から落下しやすくなる。
第1の部材同士の間隔と第2の部材同士の間隔とを互いに同じ長さとし、第1の部材及び第2の部材によって形成される格子の隙間を正方形にすることができる。また、第1の部材同士の間隔を第2の部材同士の間隔よりも長くし、第1の部材及び第2の部材によって形成される格子の隙間を長方形にすることもできる。
The grating for the side groove cover according to the invention of claim 3 is the grating for the side groove cover according to claim 1 or 2, wherein the interval between the adjacent first members is the adjacent second member. For the interval between
(Spacing between adjacent first members) ≧ (Spacing between adjacent second members)
It has become.
According to invention of Claim 3, the space | interval of 1st members can be lengthened and surface water becomes easy to fall from the clearance gap between 1st members.
The interval between the first members and the interval between the second members can be the same length, and the gap between the lattices formed by the first member and the second member can be square. Moreover, the space | interval of 1st members can be made longer than the space | interval of 2nd members, and the clearance gap of the grating | lattice formed by a 1st member and a 2nd member can also be made into a rectangle.

第1の部材同士の間隔が長くなると、側溝蓋用グレーチングが単位長さあたりに有する第1の部材の数が減少する。第1の部材の数が減少しても、第1の部材の断面積を広げれば、各第1の部材の強度が強くなる。したがって、第1の部材の長手方向と道路の横断方向とが一致していても、側溝蓋用グレーチングは道路を走行する車両からの側圧に対して十分な強度を持ち得る。第1の部材の断面積を広げるには、例えば、第1の部材の板厚を厚くしたり、第1の部材の上下方向高さを高くすればよい。   When the interval between the first members becomes longer, the number of first members that the groove for the side groove cover has per unit length decreases. Even if the number of first members decreases, the strength of each first member increases if the cross-sectional area of the first member is increased. Therefore, even if the longitudinal direction of the first member coincides with the transverse direction of the road, the grating for the side groove cover can have sufficient strength against the side pressure from the vehicle traveling on the road. In order to increase the cross-sectional area of the first member, for example, the plate thickness of the first member may be increased, or the vertical height of the first member may be increased.

上記のような側溝蓋用グレーチングであるので、地表水が側溝蓋用グレーチングの上をそのまま通過してしまうことを防止し、道路表面から地表水を効率よく側溝に排水できる。   Since the grating for the side groove cover is as described above, the surface water can be prevented from passing over the grating for the side groove cover as it is, and the surface water can be efficiently drained from the road surface to the side groove.

本発明を実施するための最良の形態を図1及び図2を参照しつつ説明する。
図1は本発明に係る側溝蓋用グレーチングの構成図であり、図1(i)は側溝蓋用グレーチングの上面図、図1(ii)は図1(i)のI−I線断面拡大図、図2は本発明に係る側溝蓋用グレーチング上における地表水の動きの説明図である。
The best mode for carrying out the present invention will be described with reference to FIGS.
FIG. 1 is a configuration diagram of a grating for a side groove cover according to the present invention, FIG. 1 (i) is a top view of the grating for a side groove cover, and FIG. 1 (ii) is an enlarged sectional view taken along the line II of FIG. 1 (i). FIG. 2 is an explanatory view of the movement of surface water on the grating for the side groove cover according to the present invention.

まず、側溝蓋用グレーチング20の構成について説明する。
図1(i)に示すように、U形側溝14が道路10の路肩に設けられている。この道路10は地方自治体が管理する山間部の道路であり、急な縦断勾配を有している。図1(i)及び(ii)に示すように、U形側溝14の上側が側溝蓋16によって覆われている。側溝蓋16は長方形のコンクリート製平板によって形成されている。側溝蓋16同士の間には、一定間隔で側溝蓋用グレーチング20が設置されている。
First, the configuration of the side groove lid grating 20 will be described.
As shown in FIG. 1 (i), a U-shaped side groove 14 is provided on the shoulder of the road 10. This road 10 is a mountainous road managed by a local government and has a steep vertical gradient. As shown in FIGS. 1 (i) and (ii), the upper side of the U-shaped side groove 14 is covered with a side groove cover 16. The side groove cover 16 is formed of a rectangular concrete flat plate. Between the side groove covers 16, side groove cover gratings 20 are installed at regular intervals.

側溝蓋用グレーチング20は、鋼製の受枠22、複数本の細長い鋼製の板部材26、複数本の鋼製の棒部材36を有している。
受枠22は口の字形をなし、1組の互いに平行な枠縁24Aと1組の互いに平行な枠縁24Bとを有する。枠縁24Aは細長い板状の部材からなり、長手方向に垂直な断面が長方形をなしている。枠縁24BはL形鋼からなる。枠縁24Aの長さは枠縁24Bの長さよりも短い。枠縁24Aの長手方向が道路の横断勾配の方向(図1(i)の上下方向)と一致し、枠縁24Bの長手方向が道路10の縦断勾配の方向(図1(i)の左右方向)と一致している。
The side groove cover grating 20 includes a steel receiving frame 22, a plurality of elongated steel plate members 26, and a plurality of steel rod members 36.
The receiving frame 22 has a mouth shape and has a pair of mutually parallel frame edges 24A and a set of mutually parallel frame edges 24B. The frame edge 24A is made of an elongated plate-like member, and has a rectangular cross section perpendicular to the longitudinal direction. The frame edge 24B is made of L-shaped steel. The length of the frame edge 24A is shorter than the length of the frame edge 24B. The longitudinal direction of the frame edge 24A coincides with the direction of the crossing gradient of the road (the vertical direction in FIG. 1 (i)), and the longitudinal direction of the frame edge 24B is the direction of the longitudinal gradient of the road 10 (the horizontal direction of FIG. 1 (i)). ).

板部材26が第1の部材をなしており、前側側面28と後側側面30とを有している。板部材26の長手方向に垂直な断面において、前側側面28と後側側面30との間の距離が板部材26の板厚となっている。板部材26の板厚は、板部材26の上端に向かって減少し、板部材26の上端において、板部材26の板厚が零となっている。すなわち、板部材26は、長手方向に垂直な三角形断面を有しており、この三角形断面の一頂点が、板部材26の長手方向に連続して稜32を形成し、稜32が板部材26の上端に位置している。   The plate member 26 forms a first member and has a front side surface 28 and a rear side surface 30. In the cross section perpendicular to the longitudinal direction of the plate member 26, the distance between the front side surface 28 and the rear side surface 30 is the plate thickness of the plate member 26. The plate thickness of the plate member 26 decreases toward the upper end of the plate member 26, and the plate thickness of the plate member 26 is zero at the upper end of the plate member 26. That is, the plate member 26 has a triangular cross section perpendicular to the longitudinal direction, and one vertex of the triangular cross section continuously forms the ridge 32 in the longitudinal direction of the plate member 26, and the ridge 32 is the plate member 26. It is located at the top edge.

板部材26の稜32には、一定の間隔L1毎に切り欠き(図示せず)が形成されており、切り欠きは棒部材36の断面形状に対応した形状を有している。
各板部材26が、受枠22の口の字形の内側に固定されている。各板部材26は枠縁24Aと平行に取り付けられており、板部材26の長手方向が道路10の横断勾配の方向に一致している。隣接する板部材26同士の間隔はL2となっており、L2>L1の関係が成立している。各板部材26の上端の稜32は、側溝蓋用グレーチング20の上面側(図1(ii)の上側)を向いている。各板部材26の前側側面28は傾斜面をなし、前方、すなわち、道路10の縦断勾配の下手側(図1(i)の左側)に向かって傾斜している。受枠22によって形成される平面に対して、前側側面28がなす傾斜角度はθとなっている。板部材26の前側側面28が道路10の縦断勾配の下手側を向き、板部材26の後側側面30が道路10の縦断勾配の上手側(図1(i)の右側)を向いている。
A notch (not shown) is formed in the ridge 32 of the plate member 26 at regular intervals L 1, and the notch has a shape corresponding to the cross-sectional shape of the bar member 36.
Each plate member 26 is fixed inside the mouth shape of the receiving frame 22. Each plate member 26 is attached in parallel to the frame edge 24 </ b> A, and the longitudinal direction of the plate member 26 coincides with the direction of the transverse gradient of the road 10. The interval between adjacent plate members 26 is L2, and the relationship L2> L1 is established. The ridge 32 at the upper end of each plate member 26 faces the upper surface side (the upper side in FIG. 1 (ii)) of the grating 20 for gutter cover. The front side surface 28 of each plate member 26 forms an inclined surface and is inclined forward, that is, toward the lower side of the longitudinal gradient of the road 10 (left side in FIG. 1 (i)). The inclination angle formed by the front side surface 28 with respect to the plane formed by the receiving frame 22 is θ. The front side surface 28 of the plate member 26 faces the lower side of the longitudinal gradient of the road 10, and the rear side surface 30 of the plate member 26 faces the upper side of the vertical gradient of the road 10 (right side in FIG. 1 (i)).

棒部材36は捻り棒であり、正方形断面を有する角棒を軸周りに捻った形状を有し、第2の部材をなしている。各棒部材36が、受枠22の口の字形の内側に固定されており、棒部材36が板部材26の稜32の前記切り欠きに係合している。各棒部材36は枠縁24Bと平行に取り付けられており、棒部材36の長手方向が道路10の縦断勾配の方向に一致している。隣接する棒部材36同士の間隔がL1となっている。
板部材26と棒部材36とが互いに交差して格子を受枠22内に形成している。この格子の隙間は長方形の形をなしている。
The bar member 36 is a torsion bar, has a shape in which a square bar having a square cross section is twisted around an axis, and forms a second member. Each bar member 36 is fixed inside the mouth shape of the receiving frame 22, and the bar member 36 is engaged with the notch of the ridge 32 of the plate member 26. Each bar member 36 is attached in parallel to the frame edge 24 </ b> B, and the longitudinal direction of the bar member 36 coincides with the direction of the longitudinal gradient of the road 10. The interval between adjacent bar members 36 is L1.
The plate member 26 and the bar member 36 intersect with each other to form a lattice in the receiving frame 22. The gap between the lattices has a rectangular shape.

次に、作用について説明する。
通常の降水量の雨が降った場合、道路表面12の地表水は、まず、道路10の横断勾配に従って側溝蓋16に向かって流れる。次いで、地表水は、道路10の縦断勾配の上手側から下手側の側溝蓋用グレーチング20に向かって流れる。側溝蓋用グレーチング20まで流れた地表水は、側溝蓋用グレーチング20の格子の隙間を通って落下し、U形側溝14に排水される。したがって、道路表面12の地表水によって道路10が冠水することは防止されており、道路10や周囲の法面が弱化して崩壊することも防止されている。
道路10が集中豪雨に見舞われるなどして降水量が増加した場合、大量の地表水が道路表面12を勢いよく流れ下り、その流速は速い。
Next, the operation will be described.
When rain of a normal amount of precipitation occurs, the surface water on the road surface 12 first flows toward the gutter lid 16 according to the cross gradient of the road 10. Next, the surface water flows from the upper side of the longitudinal gradient of the road 10 toward the lower groove side grating 20. The surface water that has flowed to the side groove cover grating 20 falls through the gaps in the lattice of the side groove cover grating 20 and is drained into the U-shaped side groove 14. Therefore, the road 10 is prevented from being flooded by surface water on the road surface 12, and the road 10 and surrounding slopes are prevented from being weakened and collapsed.
When the amount of precipitation increases due to heavy rain on the road 10, a large amount of surface water flows down the road surface 12, and the flow velocity is fast.

道路表面12を流れ下って側溝蓋用グレーチング20まで達した地表水には、大きな慣性力が働いている(図2を参照)。地表水が側溝蓋用グレーチング20の板部材26の上に達すると、反力が板部材26の上端から地表水に働く。しかし、板部材26の上端は稜32となっており、板部材26の上端の面積は零に近く、稜32から地表水に働く反力は非常に小さい。地表水は、ほとんど慣性力の作用によって側溝蓋用グレーチング20の上を移動し、縦断勾配の下手側に向かおうとする。また、稜32から地表水に働く反力は非常に小さいので、地表水の鉛直方向に働く力はほとんど重力だけである。このため、地表水は板部材26の前側側面28に沿って流れ落ちやすくなり、地表水の一部が前側側面28からU形側溝14に排水される。   A large inertia force is acting on the surface water that has flowed down the road surface 12 and reached the grating 20 for the side ditch cover (see FIG. 2). When the surface water reaches the plate member 26 of the gutter lid grating 20, the reaction force acts on the surface water from the upper end of the plate member 26. However, the upper end of the plate member 26 is a ridge 32, the area of the upper end of the plate member 26 is close to zero, and the reaction force acting on the surface water from the ridge 32 is very small. The surface water moves on the side groove cover grating 20 almost by the action of inertial force, and tends to go to the lower side of the longitudinal gradient. Further, since the reaction force acting on the surface water from the ridge 32 is very small, the force acting in the vertical direction of the surface water is almost only gravity. For this reason, the surface water easily flows down along the front side surface 28 of the plate member 26, and a part of the surface water is drained from the front side surface 28 to the U-shaped side groove 14.

前側側面28からU形側溝14に排水されなかった地表水は、慣性力によって隣接する板部材26に向かって移動しようとする。しかし、板部材26同士の間隔L2が棒部材36同士の間隔L1よりも長くなっており、板部材26の稜32から地表水に働く反力も非常に小さい。そして、重力が地表水に作用している。このため、隣接する板部材26に移動した地表水のうちのかなりの部分が、この隣接する板部材26の後側側面30に当たり、そのまま落下してU形側溝14に排水されてしまう。   The surface water that has not been drained from the front side surface 28 to the U-shaped side groove 14 tends to move toward the adjacent plate member 26 by inertial force. However, the interval L2 between the plate members 26 is longer than the interval L1 between the rod members 36, and the reaction force acting on the surface water from the ridge 32 of the plate member 26 is very small. And gravity acts on surface water. For this reason, a considerable portion of the surface water that has moved to the adjacent plate member 26 hits the rear side surface 30 of the adjacent plate member 26, falls as it is, and is drained into the U-shaped side groove 14.

したがって、板部材26の上から隣接する板部材26の上まで飛び跳ねるようにして順次移動していく地表水の量は少ない。このようにして、地表水が側溝蓋用グレーチング20の上を通過しようとしても、ほとんどの地表水がU形側溝14に落下して排水されてしまう。
以上のような側溝蓋用グレーチング20であるので、道路表面12から地表水がU形側溝14に排水されて、道路10の冠水が防止され、道路10や周囲の法面の弱化や崩壊も防止される。
Therefore, the amount of surface water that moves sequentially so as to jump from above the plate member 26 to above the adjacent plate member 26 is small. In this way, even if the surface water tries to pass over the side groove lid grating 20, most of the surface water falls into the U-shaped side groove 14 and is drained.
Since the grating 20 for the side gutter lid is as described above, surface water is drained from the road surface 12 to the U-shaped side gutter 14 to prevent flooding of the road 10 and to prevent weakening and collapse of the road 10 and surrounding slopes. Is done.

板部材26同士の間隔L2を長くすると、格子の隙間から表面水をより落下させやすくなる。間隔L2を長くすると板部材26の本数が減少するが、板部材26の断面積を広げることによって、側溝蓋用グレーチング20に十分な強度を持たせることがでる。したがって、道路10を走行する車両からの側圧によって側溝蓋用グレーチング20が破損することも防止できる。   When the distance L2 between the plate members 26 is increased, the surface water can be more easily dropped from the gap between the lattices. Increasing the distance L2 reduces the number of plate members 26. However, by increasing the cross-sectional area of the plate member 26, the side groove lid grating 20 can have sufficient strength. Therefore, the side groove cover grating 20 can be prevented from being damaged by the side pressure from the vehicle traveling on the road 10.

板部材26は、通常の四角形断面を有する細長い板部材を原料として容易に製造でき、その製造コストも安い。原料となる板部材の長手方向に連続する1つの縁を削り落せば、板部材26が得られる。
なお、本実施の形態において、板部材26の上端に稜32を形成し、板部材26の長手方向に垂直な断面の形状を三角形としたが、この断面形状が三角形に限定されるものでないことは勿論である。例えば、板部材26の断面形状を図3(i)〜(v)の変形例1〜5にそれぞれ示すものとすることができる。
The plate member 26 can be easily manufactured by using an elongated plate member having a normal rectangular cross section as a raw material, and its manufacturing cost is low. The plate member 26 can be obtained by scraping off one continuous edge in the longitudinal direction of the plate member that is the raw material.
In the present embodiment, the ridge 32 is formed at the upper end of the plate member 26 and the shape of the cross section perpendicular to the longitudinal direction of the plate member 26 is a triangle. However, this cross sectional shape is not limited to a triangle. Of course. For example, the cross-sectional shape of the plate member 26 can be shown in Modifications 1 to 5 in FIGS.

図3(i)に示す変形例1では、板部材26の前側側面28が、上端側の前側側面28Aと下端側の前側側面28Bとからなる。前側側面28Aと後側側面30との間の板厚が板部材26の上端に向かって減少している。また、前側側面28Bと後側側面30とが互いに平行になっている。本実施の形態と同様、この板部材26は、通常の四角形断面を有する細長い板部材を原料として容易に製造できる。   In the first modification shown in FIG. 3I, the front side surface 28 of the plate member 26 includes a front side surface 28A on the upper end side and a front side surface 28B on the lower end side. The plate thickness between the front side surface 28 </ b> A and the rear side surface 30 decreases toward the upper end of the plate member 26. Further, the front side surface 28B and the rear side surface 30 are parallel to each other. Similar to the present embodiment, the plate member 26 can be easily manufactured using a long and narrow plate member having a normal rectangular cross section as a raw material.

図3(ii)に示す変形例2では、板部材26の断面の上端側部分が丸められて、板部材26の上端が曲面となっている。この丸められた部分において、前側側面28と後側側面30との間の板厚が板部材26の上端に向かって減少している。丸められた部分をなす曲線は、円弧や二次曲線など任意の曲線とすることができる。板部材26の上端の曲面から地表水に働く反力の方向が分散され、地表水が側溝蓋用グレーチング20の格子の隙間へ向かって跳ね散り、格子の隙間から落下しやすくなる。同時に、地表水が板部材26の上を飛び跳ねるようにして移動しにくくなる。本実施の形態と同様、この板部材26は、通常の四角形断面を有する細長い板部材を原料として容易に製造できる。原料となる板部材の上端面を削って丸めれば、この板部材26が得られる。   In the modified example 2 shown in FIG. 3 (ii), the upper end portion of the cross section of the plate member 26 is rounded, and the upper end of the plate member 26 is a curved surface. In this rounded portion, the plate thickness between the front side surface 28 and the rear side surface 30 decreases toward the upper end of the plate member 26. The curve forming the rounded portion can be an arbitrary curve such as an arc or a quadratic curve. The direction of the reaction force acting on the surface water from the curved surface at the upper end of the plate member 26 is dispersed, so that the surface water splashes toward the lattice gap of the side groove lid grating 20 and easily falls from the lattice gap. At the same time, it becomes difficult for surface water to move as it jumps over the plate member 26. Similar to the present embodiment, the plate member 26 can be easily manufactured using a long and narrow plate member having a normal rectangular cross section as a raw material. If the upper end surface of the plate member used as a raw material is cut and rounded, this plate member 26 is obtained.

図3(iii)に示す変形例3では、板部材26の上端に幅の細い上面34が形成されており、前側側面28と後側側面30との間の板厚が板部材26の上端に向かって減少している。上面34の幅を調整すれば、板部材26の上端から地表水に働く反力の大きさを調整できる。本実施の形態と同様、この板部材26は、通常の四角形断面を有する細長い板部材を原料として容易に製造できる。   In Modification 3 shown in FIG. 3 (iii), a narrow upper surface 34 is formed at the upper end of the plate member 26, and the plate thickness between the front side surface 28 and the rear side surface 30 is at the upper end of the plate member 26. It is decreasing. If the width of the upper surface 34 is adjusted, the magnitude of the reaction force acting on the surface water from the upper end of the plate member 26 can be adjusted. Similar to the present embodiment, the plate member 26 can be easily manufactured using a long and narrow plate member having a normal rectangular cross section as a raw material.

図3(iv)に示す変形例4では、板部材26の前側側面28は、上端側の前側側面28Aと下端側の前側側面28Bとからなる。前側側面28Aと後側側面30との間の板厚が板部材26の上端に向かって減少し、板部材26の上端に幅の細い上面34が形成されている。そして、前側側面28Bと後側側面30とが互いに平行になっている。上面34の幅を調整すれば、板部材26の上端から地表水に働く反力の大きさを調整できる。本実施の形態と同様、この板部材26は、通常の四角形断面を有する細長い板部材を原料として容易に製造できる。   In the fourth modification shown in FIG. 3 (iv), the front side surface 28 of the plate member 26 includes a front side surface 28A on the upper end side and a front side surface 28B on the lower end side. The plate thickness between the front side surface 28 </ b> A and the rear side surface 30 decreases toward the upper end of the plate member 26, and a narrow upper surface 34 is formed at the upper end of the plate member 26. The front side surface 28B and the rear side surface 30 are parallel to each other. If the width of the upper surface 34 is adjusted, the magnitude of the reaction force acting on the surface water from the upper end of the plate member 26 can be adjusted. Similar to the present embodiment, the plate member 26 can be easily manufactured using a long and narrow plate member having a normal rectangular cross section as a raw material.

図3(v)に示す変形例5では、板部材26の前側側面28は、上端側の前側側面28Aと下端側の前側側面28Bとからなり、後側側面30は、上端側の後側側面30Aと下端側の後側側面30Bとからなる。前側側面28Aと後側側面30Aとの間の板厚が板部材26の上端に向かって減少し、前側側面28Bと後側側面30Bとの間の板厚が板部材26の下端に向かって減少している。板部材26の上端に稜32が形成されるとともに、板部材26の下端にも稜32が形成されている。かかる構成の板部材26を用いれば、側溝蓋用グレーチング20のいずれの面を上側に向けて設置してもよくなり、側溝蓋用グレーチング20の取り扱いが容易化される。   3 (v), the front side surface 28 of the plate member 26 is composed of a front side surface 28A on the upper end side and a front side surface 28B on the lower end side, and the rear side surface 30 is a rear side surface on the upper end side. 30A and a rear side surface 30B on the lower end side. The plate thickness between the front side surface 28A and the rear side surface 30A decreases toward the upper end of the plate member 26, and the plate thickness between the front side surface 28B and the rear side surface 30B decreases toward the lower end of the plate member 26. is doing. A ridge 32 is formed at the upper end of the plate member 26, and a ridge 32 is also formed at the lower end of the plate member 26. If the plate member 26 having such a configuration is used, any surface of the side groove cover grating 20 may be installed upward, and the handling of the side groove cover grating 20 is facilitated.

また、本実施の形態及び変形例1〜4において、各図中、後側側面30が受枠22によって形成される平面に対してなす角度は、90度となっている。この角度が90度に限られるものではないことは勿論であり、後側側面30を傾斜面としてもよい。後側側面30を傾斜面とすれば、後側側面30に当たった地表水が後側側面30に沿って落下しやすくなる。
さらに、本実施の形態において、第1の部材をなす板部材26と第2の部材をなす棒部材36とが、格子を形成しているが、代わりに、第2の部材の一部又は全部を板部材26として格子を形成してもよい。
Moreover, in this Embodiment and the modifications 1-4, the angle which the back side surface 30 makes with respect to the plane formed by the receiving frame 22 in each figure is 90 degree | times. Of course, this angle is not limited to 90 degrees, and the rear side surface 30 may be an inclined surface. If the rear side surface 30 is an inclined surface, the surface water hitting the rear side surface 30 is likely to fall along the rear side surface 30.
Further, in the present embodiment, the plate member 26 forming the first member and the bar member 36 forming the second member form a lattice, but instead, part or all of the second member. The plate member 26 may be used to form a lattice.

本発明に係る側溝蓋用グレーチングの構成図であり、(i)は側溝蓋用グレーチングの上面図、(ii)は(i)のI−I線断面拡大図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a block diagram of the grating for side groove covers based on this invention, (i) is a top view of the grating for side groove covers, (ii) is the II sectional view enlarged view of the II line of (i). 本発明に係る側溝蓋用グレーチング上における地表水の動きの説明図である。It is explanatory drawing of the motion of surface water on the grating for gutter lids concerning this invention. 変形例に係る板部材の断面図であり、(i)は変形例1に係る板部材の断面図、(ii)は変形例2に係る板部材の断面図、(iii)は変形例3に係る板部材の断面図、(iv)は変形例4に係る板部材の断面図、(v)は変形例1に係る板部材の断面図である。It is sectional drawing of the board member which concerns on a modification, (i) is sectional drawing of the board member which concerns on the modification 1, (ii) is sectional drawing of the board member which concerns on the modification 2, (iii) is modification 3 Sectional drawing of the board member which concerns, (iv) is sectional drawing of the board member which concerns on the modification 4, (v) is sectional drawing of the board member which concerns on the modification 1. FIG. 従来ある側溝蓋用グレーチングの構成図であり、(i)は側溝蓋用グレーチングの上面図、(ii)は(i)のII−II線断面拡大図である。It is a block diagram of the grating for a conventional side groove cover, (i) is a top view of the grating for a side groove cover, (ii) is the II-II sectional enlarged view of (i). 従来ある側溝蓋用グレーチング上における地表水の動きの説明図である。It is explanatory drawing of the motion of surface water on the grating for a conventional gutter lid.

符号の説明Explanation of symbols

10 道路
12 道路表面
14 U形側溝
16 側溝蓋
20 側溝蓋用グレーチング
22 受枠
24A、24B 枠縁
26 板部材
28、28A、28B 前側側面
30、30A、30B 後側側面
32 稜
34 上面
36 棒部材
L1 棒部材同士の間隔
L2 板部材同士の間隔
θ 前側側面の傾斜角度
10 road 12 road surface 14 U-shaped side groove 16 side groove cover 20 side groove cover grating 22 receiving frame 24A, 24B frame edge 26 plate member 28, 28A, 28B front side surface 30, 30A, 30B rear side surface 32 ridge 34 upper surface 36 rod member L1 Spacing between rod members L2 Spacing between plate members θ Inclination angle of front side

Claims (3)

複数本の第1の部材と、複数本の第2の部材と、を有し、当該第1の部材と当該第2の部材とが互いに交差して格子を形成する側溝蓋用グレーチングであって、
前記第1の部材の長手方向に垂直な断面における板厚が、当該断面の上端にむかって減少していることを特徴とする側溝蓋用グレーチング。
A grating for a side groove cover having a plurality of first members and a plurality of second members, wherein the first member and the second member intersect each other to form a lattice. ,
The grating for a side groove cover, wherein a plate thickness in a cross section perpendicular to the longitudinal direction of the first member decreases toward an upper end of the cross section.
請求項1に記載の側溝蓋用グレーチングであって、前記第1の部材が有する前側側面のうちの少なくとも上端側部分が、前方に向かって傾斜していることを特徴とする側溝蓋用グレーチング。   The grating for a side groove cover according to claim 1, wherein at least an upper end side portion of the front side surface of the first member is inclined forward. 請求項1又は請求項2に記載の側溝蓋用グレーチングであって、隣接する前記第1の部材同士の間隔が、隣接する前記第2の部材同士の間隔に対して、
(隣接する第1の部材同士の間隔)≧(隣接する第2の部材同士の間隔)
であることを特徴とする側溝蓋用グレーチング。
The grating for a side groove cover according to claim 1 or 2, wherein an interval between the adjacent first members is relative to an interval between the adjacent second members.
(Spacing between adjacent first members) ≧ (Spacing between adjacent second members)
Grating for gutter lid characterized by being.
JP2005247345A 2005-08-29 2005-08-29 Grating for side ditch cover Pending JP2007063754A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2005247345A JP2007063754A (en) 2005-08-29 2005-08-29 Grating for side ditch cover

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2005247345A JP2007063754A (en) 2005-08-29 2005-08-29 Grating for side ditch cover

Publications (1)

Publication Number Publication Date
JP2007063754A true JP2007063754A (en) 2007-03-15

Family

ID=37926265

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2005247345A Pending JP2007063754A (en) 2005-08-29 2005-08-29 Grating for side ditch cover

Country Status (1)

Country Link
JP (1) JP2007063754A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102362551A (en) * 2009-03-31 2012-02-22 新日铁化学株式会社 Organic electroluminescent device
CN102372718A (en) * 2010-08-20 2012-03-14 清华大学 Pyridyl-contained dicarbazole compound and application thereof
JP2016156202A (en) * 2015-02-25 2016-09-01 株式会社ニュー・メソッド Cover for block
KR20210096510A (en) * 2020-01-28 2021-08-05 전주대학교 산학협력단 A filter screen with improved drainage efficiency for street inlet

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102362551A (en) * 2009-03-31 2012-02-22 新日铁化学株式会社 Organic electroluminescent device
CN102372718A (en) * 2010-08-20 2012-03-14 清华大学 Pyridyl-contained dicarbazole compound and application thereof
JP2016156202A (en) * 2015-02-25 2016-09-01 株式会社ニュー・メソッド Cover for block
KR20210096510A (en) * 2020-01-28 2021-08-05 전주대학교 산학협력단 A filter screen with improved drainage efficiency for street inlet
KR102309781B1 (en) * 2020-01-28 2021-10-06 전주대학교 산학협력단 A filter screen with improved drainage efficiency for street inlet

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