JP2019210791A - Snow protection plate continuous inclined installation-type snow protection fence - Google Patents

Snow protection plate continuous inclined installation-type snow protection fence Download PDF

Info

Publication number
JP2019210791A
JP2019210791A JP2018116488A JP2018116488A JP2019210791A JP 2019210791 A JP2019210791 A JP 2019210791A JP 2018116488 A JP2018116488 A JP 2018116488A JP 2018116488 A JP2018116488 A JP 2018116488A JP 2019210791 A JP2019210791 A JP 2019210791A
Authority
JP
Japan
Prior art keywords
snow
fence
plate
view
wind
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2018116488A
Other languages
Japanese (ja)
Inventor
基文 今北
Motofumi Imakita
基文 今北
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP2018116488A priority Critical patent/JP2019210791A/en
Publication of JP2019210791A publication Critical patent/JP2019210791A/en
Pending legal-status Critical Current

Links

Landscapes

  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Abstract

To provide a snow fence that minimizes the formation of snow hills.SOLUTION: In a snow fence comprising the installation of a plurality of main pillars standing on a ground with a plurality of snow prevention plates installed between the main pillars, the arrangement of the snow prevention plates in a plan view is provided in a continuous inclined arrangement.SELECTED DRAWING: Figure 6

Description

この発明は、防雪板を平面視において連続斜方配置とした防雪柵に関する。  The present invention relates to a snow fence having a snow board arranged continuously obliquely in plan view.

従来より、種々の形式の防雪柵が多用されてきているが、本発明にて示すように、防雪板を連続斜方配置したものは現在のところ見当たらない。  Conventionally, various types of snow fences have been widely used. However, as shown in the present invention, there are currently no snow fences arranged in a diagonal direction.

防雪柵は冬期降雪時における道路上への雪の堆積を防ぐために、道路脇に多数連設されるものである。従来の防雪柵は、横型の防雪板を用いるとともに、この防雪板を平面視直線的に配置したものであり、その構造上、風向と風速の影響にて風下側(道路側)への雪の堆積が生じて、交通障害等が問題となっている。
本発明は以上に鑑み、防雪板を連続する斜方配置とすることにより、上記課題を解決するために発明されたものである。
Many snow fences are provided on the side of the road to prevent snow accumulation on the road during winter snowfall. Conventional snow fences use horizontal snow guards and are arranged linearly in plan view. Due to the structure, the snow fences on the leeward side (road side) are affected by the wind direction and wind speed. Accumulation has occurred and traffic obstruction has become a problem.
In view of the above, the present invention has been invented in order to solve the above-described problems by providing a snowboard with a continuous oblique arrangement.

課題を解決する手段として本発明は以下の構成とした。
すなわち、地上に立設される複数の主柱を設けるとともに、該主柱間に複数枚の防雪板を設けてなる防雪柵において、平面視における防雪板配置を、連続する斜方配置に設ける。
本発明は以上の構成よりなる防雪板連続斜方配置型防雪柵である。
The present invention has the following configuration as means for solving the problems.
That is, in the snow fence which is provided with a plurality of main pillars standing on the ground and provided with a plurality of snow protection boards between the main pillars, the snow protection board arrangement in a plan view is provided in a continuous oblique arrangement.
The present invention is a snowproof plate continuous obliquely arranged snowproof fence having the above-described configuration.

本発明によれば、従来から用いられてきた、平面視直線的配置および横型の防雪板を用いた防雪柵とは異なり、防雪板を連続斜方配置を用いた構成としたので、風向により防雪板を通過した後の気流が、従来のように防雪柵近傍へ向かう流れとはならずに、防雪柵上層を流れる風に引き寄せられて上層気流に合流するので、局部的な吹き溜まりの発生を防ぎ、雪丘の形成を極小とすることのできる有用で新規なる防雪柵を得ることができる。
また、上下のフレームの平面視角度は設置スペースを考慮して適宜に選択して製作することができる。
According to the present invention, unlike the conventional snow protection fence using a linear arrangement in plan view and a horizontal type of snow prevention plate, the snow prevention plate has a configuration using a continuous oblique arrangement. The airflow after passing through the board does not flow to the vicinity of the snow fence as in the past, but is attracted by the wind flowing through the upper layer of the snow fence and merges with the upper airflow, preventing the occurrence of local puddles. In addition, a useful and novel snow fence that can minimize the formation of snow hills can be obtained.
Further, the plane view angles of the upper and lower frames can be appropriately selected and manufactured in consideration of the installation space.

本発明の平面図Plan view of the present invention 本発明の正面図Front view of the present invention 本発明の右側面図Right side view of the present invention 本発明の要部拡大説明図(平面視)Explanatory drawing of essential parts of the present invention (plan view) 本発明の設置説明図(連設状態)Installation explanatory diagram of the present invention (continuous connection state) 本発明の設置説明図(各部説明)Installation explanatory diagram of the present invention (description of each part) 本発明使用時における気流説明図(右側面視)Airflow explanatory diagram when using the present invention (right side view) 本発明使用時における気流説明図(平面視)Airflow explanatory diagram when using the present invention (plan view) 本発明使用時における形成雪丘の説明図Explanatory drawing of formation snow hill when using the present invention 本発明使用時における形成雪丘の説明図Explanatory drawing of formation snow hill when using the present invention 従来例の構成説明図(正面視)Configuration diagram of conventional example (front view) 従来例使用時における気流説明図(右側面視)Airflow explanatory diagram when using the conventional example (right side view) 従来例使用時における気流説明図(平面視)Airflow explanatory diagram when using the conventional example (plan view) 従来例使用時における形成雪丘の説明図Explanatory drawing of formation snow hill when using conventional example 本発明の防雪板配置角度説明図Snowproof plate arrangement angle explanatory diagram of the present invention 本発明の防雪版配置の変化例図Example of change of snowproof plate arrangement of the present invention 本発明の防雪版配置の変化例図Example of change of snowproof plate arrangement of the present invention 本発明の防雪版配置の変化例図Example of change of snowproof plate arrangement of the present invention 本発明の防雪版配置の変化例図Example of change of snowproof plate arrangement of the present invention

以下、本発明の実施形態について説明する。
図において、1は主柱で、H型鋼を、その上面を露出させて地中に埋設されるコンクリート基礎上に立設したものであり、アンカーボルトにて該基礎上に強固に固定される。
2は上部フレームで、一組のアングル鋼材を斜方に各々切断し、この切断面を溶接にて接合して形成される平面視略L形の部分であって、その両端は上記主柱側面上部に適宜手段にて固定される。3は下部フレームで、上部フレームと同一部材であって、主柱側面下部に固定される。
4は有孔防雪板である。この有孔防雪板は平面視略台形状に折曲される長尺の金属板に多数の孔を穿設して形成され、前記の上部フレームと下部フレーム間において、地面とは縦方向に、またフレームの平面視形状に沿って、すなわち、右上がりと右下がりが連続するつまり連続斜方配置にボルトとナットにて各フレームに固定される。
この有孔防雪板は、上下のフレームにおける頂部近傍に複数枚が正面視左右対称に固定される。5は無孔防雪板で、全体形状は前記有孔防雪板と同一であるが孔は設けられていない。この無孔防雪板は、有孔防雪板同様に上下部のフレーム間にて、主柱近傍から有孔防雪板に至る間に複数枚が設けられる。
6は各主柱間にて上部フレームと下部フレームの中間位置に水平に設けられる平板による中間補強板で、各防雪板はこの補強板に固定される。7は下部補強ステーで、図のごとく下部フレーム中央寄りの位置から主柱中間位置に差し渡し固定される部材であって、防雪柵を安定補強するものである。
Hereinafter, embodiments of the present invention will be described.
In the figure, reference numeral 1 denotes a main pillar, which is an H-shaped steel standing on a concrete foundation buried in the ground with its upper surface exposed, and is firmly fixed on the foundation with anchor bolts.
Reference numeral 2 denotes an upper frame, which is a substantially L-shaped portion in plan view formed by cutting a pair of angle steel materials obliquely and joining the cut surfaces by welding. It is fixed to the upper part by appropriate means. Reference numeral 3 denotes a lower frame, which is the same member as the upper frame, and is fixed to the lower side of the main pillar side surface.
4 is a perforated snow-proof board. This perforated snowproof plate is formed by drilling a number of holes in a long metal plate that is bent into a substantially trapezoidal shape in plan view, and between the upper frame and the lower frame, the ground is in the vertical direction, Further, the frame is fixed to each frame with bolts and nuts along the shape of the frame in plan view, that is, in a continuous oblique arrangement in which the upper right and the lower right are continuous.
A plurality of the perforated snow protection plates are fixed in the vicinity of the tops of the upper and lower frames symmetrically in front view. Reference numeral 5 denotes a non-perforated snowproof plate, the overall shape of which is the same as that of the perforated snowproof plate, but no holes are provided. A plurality of non-perforated snow plates are provided between the upper and lower frames in the same manner as the perforated snow plates, and between the vicinity of the main pillar and the perforated snow plate.
Reference numeral 6 denotes an intermediate reinforcing plate which is a flat plate provided horizontally between the main pillars at an intermediate position between the upper frame and the lower frame, and each snow protection plate is fixed to the reinforcing plate. Reference numeral 7 denotes a lower reinforcement stay, which is a member that is passed and fixed from the position near the center of the lower frame to the middle position of the main pillar as shown in the figure, and stably reinforces the snow fence.

まず、従来例の構造と機能及び問題について説明する。
既述のごとく従来の防雪柵に用いる防雪板は、横型であるとともに平面視直線的配置としたものである。国内における防雪柵(吹き上げ柵)の大半は柵高が4メートルほどである。これは年間の積雪深さと吹き溜まり量の実績をもとに設定されている。一般に、柵の上部には有孔の防雪板が用いられ、他は無孔板が用いられる。柵上部に有孔板を用いるのは、風による圧縮抵抗を小さくして柵の上部の風速を下げることで道路側の風の戻りを少なくし、道路側に生じる風上雪丘(丘状の雪堆積箇所)を小さくするためと、柵端部から道路側に吹き込む地吹雪を少なくするためである。しかし、有孔板から吹き出る雪にて道路側に雪が溜まりやすいのである。
First, the structure, function, and problem of the conventional example will be described.
As described above, the snow protection plate used in the conventional snow fence is a horizontal type and has a linear arrangement in plan view. The majority of snow fences (spray fences) in Japan have a height of about 4 meters. This is set on the basis of the annual snow depth and the amount of accumulated snow. In general, a perforated snow plate is used at the top of the fence, and a non-perforated plate is used for the others. The use of a perforated plate at the top of the fence is to reduce the wind resistance on the road side by reducing the wind resistance at the top of the fence by reducing the compression resistance due to the wind, and the windward snow hill (hill-like This is to reduce the snow accumulation area) and to reduce the blizzard that blows from the edge of the fence to the road side. However, it is easy for snow to collect on the road side due to the snow blowing from the perforated plate.

防雪板は横に取り付ける構造であるが、柵高4メートルの防雪柵において、無孔板と有孔板の境界位置は、2.84メートルであり、風上雪丘の頂点がこの高さに達したときの平地積雪深さは頂点高さの5分の1程度の0.56メートルほどである。
平地雪深さがこの程度になる時期は、北海道では1月上旬頃となる。この時期の地吹雪は有孔板に直接当たって通過するため、吹き抜けた地吹雪は失速して柵の直近に堆積するので、急激に風下雪丘が成長して吹き溜まりができ、視界不良の状態となる。
積雪と吹雪が発生する2月から3月下旬の対応は極めて厳しく、防雪柵が逆効果となって道路に大きな吹き溜まりができるのである。
The snow guard is a structure that is attached to the side, but in the snow fence with a fence height of 4 meters, the boundary position between the non-perforated board and the perforated board is 2.84 meters, and the top of the windward snow hill is at this height. When it reaches, the snow depth in the flatland is about 0.56 meters, which is about one fifth of the apex height.
The time when the flat snow depth reaches this level is around early January in Hokkaido. Since the snowstorm at this time directly hits the perforated plate and passes through, the snowstorm that has blown through stalls and accumulates in the immediate vicinity of the fence, so the lee snow hill grows rapidly and accumulates, and the state of poor visibility It becomes.
The response from February to the end of March, when snow and snowstorms occur, is extremely strict, and the snow fences have the opposite effect, creating a large pool on the road.

従来型の防雪柵のメカニズムは、柵上を通過する速い流れに影響を受けて、道路側の風はその速い風の方向に引き寄せられるために、主風向とは逆の流れが生じて道路側から防雪柵上端方向に大きな渦ができ、道路面をなでるように柵方向に雪を運ぶのである。
また、道路上の雪は渦流により舞い続けて、霧がかかったように視界が悪くなる。
斜風のときは柵に沿った方向に風が流れて柵端部からの影響が大きい。
強風のときには、さらに激しく柵に沿った方向に引き寄せられて渦が巻くので、道路を塞ぐほどの雪丘が生じるのである。
The mechanism of the conventional snow fence is influenced by the fast flow passing over the fence, and the wind on the road side is attracted in the direction of the fast wind, resulting in a flow opposite to the main wind direction. A big vortex is created in the direction of the top edge of the snow fence, and it carries snow in the direction of the fence so as to stroke the road surface.
Also, the snow on the road continues to flutter due to eddy currents, and the visibility becomes poor as if it was foggy.
In the case of a slant wind, the wind flows in the direction along the fence and the influence from the edge of the fence is large.
In strong winds, vortices are drawn even more violently along the fence, creating snow dunes that block the road.

柵近傍に形成される雪丘の要因とは以下のようなものである。すなわち、図12にて示すように、柵の上を越える速い気流は主風向とは逆方向の柵上部に向かい連続して流れ、風に含まれている雪は風から剥離して道路側の柵に接近し、三角形状の雪丘が形成される。
また、道路からの距離が短いときには、柵端部から吹き抜ける速い風に影響を受け、柵に沿って流れる風がその速い風に吸い寄せられて道路上に地吹雪を巻き込んで、三角形状の雪丘はさらに大きな形状に成長するのである。
The causes of snow hills formed near the fence are as follows. That is, as shown in FIG. 12, the fast airflow over the fence flows continuously toward the upper part of the fence in the direction opposite to the main wind direction, and the snow contained in the wind is separated from the wind to the road side. Approaching the fence, a triangular snow hill is formed.
In addition, when the distance from the road is short, it is affected by the fast wind blowing from the edge of the fence, and the wind flowing along the fence is sucked by the fast wind and engulfs the snowstorm on the road, resulting in a triangular snow hill Grows into larger shapes.

以上の問題解決の試みもなされてきた。それは、防雪柵の直近に生じる柵に沿って流れる風を、防雪柵の上下にわたり配設される細長の抵抗板を複数枚連設して、柵中央から柵端部へと至る風を抑制して、柵の左右端部からの巻き込みを減衰させるものである。
しかしその構成上、張り出し梁となり、ねじりモーメントの作用にてあまり長くはできない。そのために風は抵抗板をかわして流れるので、柵に沿って流れる風はかわりがなくその効果は薄い。
Attempts have also been made to solve the above problems. It is designed to suppress the wind from the center of the fence to the edge of the fence by connecting a plurality of elongated resistance plates that are arranged along the fence above and below the snow fence. Thus, the entrainment from the left and right ends of the fence is attenuated.
However, due to its structure, it becomes an overhanging beam and cannot be made too long due to the action of torsional moment. Therefore, the wind flows through the resistance plate, so the wind flowing along the fence is not changed and its effect is weak.

次に、本発明の柵構成とメカニズムについて説明する。
図2にて示すように、防雪板は縦に取り付ける構成である。また、平面視において図1にて示すように連続斜方配置である。フレームの平面視中央部分に有孔板を配置し、その部分から風が供給されて風下側では風速は小さく、三角スペース(道路中央もしくは防雪柵寄りの道路端部から防雪柵頂点を結ぶラインと、防雪柵及び地面とで囲まれる領域)で舞う雪は常に縦方向に供給されるが風速は小さい。防雪柵の側面視における防雪柵近傍の三角状空間で舞う雪は、上層を流れる速い風に吸われるように上層気流に合流する。
従って、従来型の防雪柵とは逆に、上向きのベクトルとなって雪密度の高い部分は上層流となり、風下側へ移動して局部的な吹き溜まりの発生を防ぎ、広範囲に飛散する。
さらに、柵端部から吹き出す巻き込みは、柵に沿った方向に流れる風が減衰となるので、従来型防雪柵に比較して9割程度の改善となる。
Next, the fence configuration and mechanism of the present invention will be described.
As shown in FIG. 2, the snowproof plate is configured to be mounted vertically. Moreover, it is a continuous diagonal arrangement | positioning in planar view as shown in FIG. A perforated plate is placed in the center of the frame in plan view, and the wind speed is low on the leeward side. The triangular space (the line connecting the snow fence fence apex from the center of the road or the edge of the road near the snow fence) The snow dancing on the snow fence and the ground is always supplied in the vertical direction, but the wind speed is low. Snow flying in a triangular space near the snow fence as viewed from the side of the snow fence joins the upper air stream so that it can be sucked by the fast wind flowing through the upper fence.
Therefore, contrary to conventional snow fences, the upward vector is a high snow density portion that becomes an upper layer flow, moves to the leeward side, prevents the occurrence of local puddles, and scatters over a wide area.
Further, the entrainment blown out from the end of the fence is an improvement of about 90% compared to the conventional snow fence because the wind flowing in the direction along the fence is attenuated.

従来型防雪柵と同じ条件の平地積雪深さにおいて比較すると、縦方向の防雪板の断面は変わることなく、同程度の積雪深さでも防雪柵の本来の効果を維持することができる。
従い、道路側の風下雪丘も小さく、通年にわたる安定した効果が期待できる。
道路上で大きな渦の発生はあるが、風速は極めて小さく、雪濃度も低いため問題はない。
斜風の場合において、柵に沿って流れる風は各フレーム毎に減衰するので、柵端部から吹き出る風は弱く、フィルター的な働きがあるので、柵端部にできる吹き溜まりは大巾に改善され、道路上に形成される斜め状の吹き溜まりは解消する。強風の場合も柵上部の風に吸い上げられて拡散する。従って、従来の防雪柵のような雪丘の形成を少なくすることができるのである。
When compared with the flat snow depth under the same conditions as the conventional snow fence, the original effect of the snow fence can be maintained even with a similar snow depth without changing the cross section of the vertical snow plate.
Therefore, the downwind snow hill on the road side is small, and a stable effect can be expected throughout the year.
Although there is a large vortex on the road, there is no problem because the wind speed is extremely low and the snow concentration is low.
In the case of slant wind, the wind that flows along the fence attenuates for each frame, so the wind blown from the edge of the fence is weak and has a filter function, so the accumulation at the edge of the fence is greatly improved. The slanted puddle formed on the road is eliminated. In the case of strong winds, they are sucked up and diffused by the wind at the top of the fence. Therefore, the formation of snow hills like a conventional snow fence can be reduced.

本発明の防雪柵実施形態では、1スパン(各主柱間距離)の間で、平面視三角形状とし、図15にて示すように角度θは約33度を用いている。
この角度は、20度から45度が実質的許容範囲であり、好ましくは25度から40度の範囲である。この角度が大きすぎると、柵設置地面領域よりはみ出す恐れがあり、また角度が小さすぎると、柵に沿って流れる気流の減衰がなされずに防雪柵の水平方向端部からの雪の巻き込みが生じて、雪丘形成に有利となるため好ましくない。
以上から、既述の33度を最適角度として本発明で用いたのである。
In the embodiment of the snow fence according to the present invention, the shape is a triangular shape in plan view during one span (distance between main pillars), and the angle θ is about 33 degrees as shown in FIG.
This angle is from 20 degrees to 45 degrees in a substantially acceptable range, and preferably from 25 degrees to 40 degrees. If this angle is too large, it may protrude beyond the ground area of the fence. If the angle is too small, the airflow flowing along the fence will not be attenuated and snow may be trapped from the horizontal end of the snow fence. This is not preferable because it is advantageous for the formation of snow hills.
From the above, the aforementioned 33 degrees was used as the optimum angle in the present invention.

1スパンにおける有孔防雪板と無孔防雪板の比率は、3対7から5対5の間が適当である。有孔板比率が大きいとこの有孔板から気流が抜けてしまい、防雪効果が薄れてしまう。
逆に有孔板比率が少ないと、この有孔板を抜ける気流が減少するために、気流は防雪柵上端や両端部分から吹き抜けて速い流れとなり、渦を発生して雪を巻き込んでしまう。
つまり、この速い流れに気流が引き寄せられてしまうのである。これらを防ぐ適切な比率が上記の比率である。なお、有孔防雪板における総孔面積は該防雪板全体面積の3割ほどである。本発明例では、防雪柵における平面視頂部とその近傍に有孔防雪板を配置している。気流は防雪柵に対し、直角とは限らず斜風の場合も多い。この斜風のときでも気流はこの有孔防雪板を通過するので、気流を減衰させ、雪丘形成阻止の効果が発揮される。
A suitable ratio of the perforated snowproof plate and the non-perforated snowproof plate in one span is between 3: 7 and 5: 5. If the perforated plate ratio is large, the airflow will escape from the perforated plate, and the snowproof effect will be reduced.
On the contrary, if the ratio of the perforated plate is small, the airflow passing through the perforated plate is reduced, so that the airflow blows from the upper end or both ends of the snow fence and becomes a fast flow, generating vortex and entraining snow.
That is, the airflow is drawn to this fast flow. An appropriate ratio to prevent these is the above ratio. In addition, the total hole area in the perforated snow protection plate is about 30% of the entire area of the snow protection plate. In the example of this invention, the perforated snow-proof board is arrange | positioned in the planar view top part in the snow fence, and its vicinity. The airflow is not always at right angles to the snow fence, but it is often an oblique wind. Even in the case of this slant wind, since the airflow passes through the perforated snow protection plate, the airflow is attenuated, and the effect of preventing snow hill formation is exhibited.

図16から図19は、本発明の他の実施形態を示すものである。
なお、これらの図において、ハッチング部分は有孔防雪板位置を示している。
図16は、1スパンに2個の三角部分を用いた例、図17は1スパンに1個の斜方部分を用いた例、図18は平面視不等辺三角形状とした例、図19は防雪板の平面視配置を円弧状として例である。以上は、本発明の変化の例を示すものであって、形状は初例と異なるものの類似の効果が得られる。なお、既例では縦型防雪板としたが、防雪板孔位置が同様であれば横型防雪板を用いてもよい。
以上、本発明について記したが、本発明は防雪板を平面視連続斜方配置としたところにその特徴を有して、従来の横型防雪板を用いて平面視直線配置としたものに比べ、既述のごとく雪丘形成と視界確保の点において有利な効果をもたらすものである。
なお、既述例は実施の一例であって、近似の他の構成としてもよい。
以上のごとく、本発明にて効果的なる防雪柵構成を得ることができる。
16 to 19 show another embodiment of the present invention.
In these figures, the hatched portion indicates the position of the perforated snowboard.
FIG. 16 shows an example using two triangular parts in one span, FIG. 17 shows an example using one oblique part in one span, FIG. 18 shows an example of an unequal triangular shape in plan view, and FIG. This is an example in which the arrangement of the snow protection plate in plan view is an arc shape. The above shows an example of the change of the present invention, and a similar effect can be obtained although the shape is different from the first example. In the example, the vertical snow plate is used, but a horizontal snow plate may be used if the snow plate hole position is the same.
As described above, the present invention has been described, but the present invention has the feature that the snow protection plate is arranged in a continuous oblique arrangement in a plan view, compared to the case in which a conventional horizontal snow protection plate is used and arranged in a straight line in plan view, As described above, it has an advantageous effect in terms of snow hill formation and securing visibility.
Note that the above-described example is an example of implementation and may have other approximate configurations.
As described above, a snow fence configuration effective in the present invention can be obtained.

1 主柱
2 上部フレーム
3 下部フレーム
4 有孔防雪板
5 無孔防雪板
6 中間補強板
7 下部補強ステー
θ 本発明に用いる防雪板角度
DESCRIPTION OF SYMBOLS 1 Main pillar 2 Upper frame 3 Lower frame 4 Perforated snow prevention board 5 Non-perforated snow prevention board 6 Intermediate reinforcement board 7 Lower reinforcement stay (theta) Snow prevention board angle used for this invention

Claims (2)

地上に立設される複数の主柱を設けるとともに、該主柱間に複数枚の防雪板を設けてなる防雪柵において、平面視における防雪板配置を、連続する斜方配置に設けたことを特徴とする防雪板連続斜方配置型防雪柵。In the snow fence which is provided with a plurality of main pillars standing on the ground and provided with a plurality of snow prevention boards between the main pillars, the arrangement of the snow prevention boards in a plan view is provided in a continuous oblique arrangement. Features a snowboard continuous slanting snow fence. 防雪板を地面に対し垂直方向に設けてなる請求項1記載の防雪板連続斜方配置型防雪柵。The snowproof plate continuous obliquely arranged snowproof fence according to claim 1, wherein the snowproof plate is provided in a direction perpendicular to the ground.
JP2018116488A 2018-06-01 2018-06-01 Snow protection plate continuous inclined installation-type snow protection fence Pending JP2019210791A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2018116488A JP2019210791A (en) 2018-06-01 2018-06-01 Snow protection plate continuous inclined installation-type snow protection fence

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2018116488A JP2019210791A (en) 2018-06-01 2018-06-01 Snow protection plate continuous inclined installation-type snow protection fence

Publications (1)

Publication Number Publication Date
JP2019210791A true JP2019210791A (en) 2019-12-12

Family

ID=68843969

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2018116488A Pending JP2019210791A (en) 2018-06-01 2018-06-01 Snow protection plate continuous inclined installation-type snow protection fence

Country Status (1)

Country Link
JP (1) JP2019210791A (en)

Similar Documents

Publication Publication Date Title
CN112030788A (en) Wind-proof sand-blocking device for wind-sand area and wind-sand protection system for roadbed of wind-sand area
JP4134053B2 (en) Snow fence for slant wind
JP2019210791A (en) Snow protection plate continuous inclined installation-type snow protection fence
JP4478641B2 (en) Snow fence
CN112030791A (en) Wind and sand prevention device with inclined plane net prevention structure and roadbed wind and sand protection system
JP2009133113A (en) Perforated metal plate for dustproof fence, and dustproof fence using the same
JPS59118905A (en) Shield apparatus for reducing wind velocity
JP5610251B1 (en) Roadside snow fence
JP5791413B2 (en) Snow fence
JP4295155B2 (en) Snow fence
CN209211297U (en) A kind of road roadlock sand resistance snow device
JP2518547Y2 (en) Snow fence
JP6609879B2 (en) Edge measures type snow fence
JP3153834U (en) Snow fence with partially different opening ratio
JP4431835B2 (en) Curved snow fence with snow deflector
KR200401253Y1 (en) Flume channel for reducing the velocity of a running fluid
CN216405159U (en) Protection system for wind and snow disasters at exit of highway tunnel in alpine mountain area
KR101260796B1 (en) Greating for side hole
KR102580231B1 (en) Fence with angle-adjustable snow/sand blocking board
JP4295156B2 (en) Snow fence
KR101204005B1 (en) Grating
CN112681106B (en) Pneumatic structure for inhibiting wind-induced vibration of steel arch bridge
JP2002138417A (en) Blowing-off type snow protection fence
JP3829297B2 (en) Blow-off type snow fence with arc wing type snow guard
JP2006348477A (en) Rainwater guiding plate for gable