JP3711470B2 - Creeping, blown snow fence with guide plate - Google Patents
Creeping, blown snow fence with guide plate Download PDFInfo
- Publication number
- JP3711470B2 JP3711470B2 JP2002284482A JP2002284482A JP3711470B2 JP 3711470 B2 JP3711470 B2 JP 3711470B2 JP 2002284482 A JP2002284482 A JP 2002284482A JP 2002284482 A JP2002284482 A JP 2002284482A JP 3711470 B2 JP3711470 B2 JP 3711470B2
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- Prior art keywords
- snow
- fence
- creeping
- snow fence
- road
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- 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.)
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Description
【0001】
【発明の属する技術分野】
積雪地帯の道路交通安全のために設置する吹止式防雪柵に関する。
【0002】
【従来の技術】
積雪地帯において使用する防雪柵は、道路面に雪を積もらせないために道路から見て風上に設置するが、道路面に風を吹き付けて雪を吹き払う、吹き払い式防雪柵と、その風上側に雪を停留堆積させて道路側に吹き寄せる雪を軽減させようという吹止式防雪柵とがある。
【0003】
吹止式には吹き止め効果を高めるために防雪柵の最上部約5分の1ほどの部分を風上側に傾斜させた忍び返しと呼ばれる構造になっている事が多い。
【0004】
しかるにこの風上側への雪の堆積が増しその高さが忍び返し近くになると雪の捕捉効果は減じ、忍び返しの陰にはかえって雪の巻き込みが生じ、視界の悪化と雪の堆積が起こり始める。従ってこの吹止式防雪柵を設置する時は、道路の路肩ではなく、柵高の2倍程度道路から離して設置する事になっているが、用地の買収など問題は多かった。
【0005】
この問題を解決するために、特開2001−288715にあるように防雪板を下から鉛直に立ち上げた鉛直部とその上部に風下側に湾曲させた円弧翼型誘導板部とで構成された吹き止め式防雪柵が提案されている。
【0006】
しかしこの発明は、雪が防雪柵の風上側の誘導板近くまで堆積したときには効果を発揮すると考えられているが、実際に法面を持った路肩に設置した場合には、防雪柵のすぐ裏側にも雪の堆積が起こる。
【0007】
【発明が解決しようとする課題】
防雪柵の風上側の雪の堆積が少ない時も、堆積が多くなった時も、道路上に雪の堆積、雪の巻き上げを引き起こさず、雪による道路交通障害を防止できる、かつ路肩に設置できる吹止式防雪柵が望まれている。
【0008】
【課題を解決するための手段】
本発明は上記問題に鑑みてなされたものであり、鉛直立ち上がり部分と風上側に傾斜させた忍び返し部分、さらにその上に風下側に傾斜させた誘導部の3つの部分から構成され、忍び返し部と誘導部の防雪板には開口面積割合で20〜40%になるように直径数cmの穴が一面に開けられている。
【0009】
この穴は風の一部を防雪板の裏側に導くことにより、誘導部の裏側つまり風下側に乱流が生じる現象を押え、防雪柵を超えていく雪を防雪柵の裏側の道路に停留させずに遠くに吹き飛ばす役割をしている。
【0010】
【実施の形態】
本発明の防雪柵の1例を図面に基づいて説明すると、図1はその防雪柵の概念を示す側面図であり、図の左側が風上に対応する。復数枚の幅3.5mの防雪板を積み上げた高さ3.2mの鉛直部1、それに続けて風上に向かって水平となす角45度の傾斜角を持った長さ0.6mの忍び返し部2、さらにその上には長さ1.5mの防雪板で、風下に向かって水平となす角60度の傾斜角を持った風雪遠方越流誘導部3の3つの部分から構成されており、全体の高さは約5mである。この防雪柵は路側の法面4の路肩に設置されており、道路側には歩道5がある。
【0011】
忍び返し部2と誘導部3には、直径数cmの穴が一様に、総開口割合が30%になるように開けてある。これは風雪が誘導部を越えた時に乱流による巻き込みを起こして雪が停滞しないように誘導板の下にも流れをつくるためである。
【0012】
風雪は図の左側より防雪柵に吹き付ける。雪は防雪柵に阻まれ鉛直部1の左下の法面4に積もり始め、だんだん高くなっていく。そして積雪が忍び返しのあたりに達すると、風雪は防雪柵の誘導部を越えて道路をまたぎ、道路反対側まで飛ばされて車道には停留しない。
【0013】
このことを検証するために本発明の防雪柵と従来型の防雪柵2例について風洞を使った比較モデル実験を行った。風洞は高さ0.7m、幅1m、長さ約6mである。風速毎秒4.5mで、粉末度200メッシュ通過50%以上の活性白土を飛ばし、風洞の中に置かれた100分の1の防雪柵と道路の模型の前後に積もる活性白土の高さを一定時間毎に計測した。実際と模型実験との相似性については検証してある。
【0014】
図3に3種類の防雪柵について行った実験結果を示してある。aは従来型の忍び返し付きの防雪柵、bも従来型の誘導板付きの防雪柵、cは本発明の忍び返しと誘導板付きの防雪柵で、いずれの防雪柵も同じ高さにしてある。法面の傾斜角は1:1.5で上下の段差1mに対応する。その路肩に防雪柵を設置してある、風は左側から吹き、堆積量は20分毎に計測したものが順次下から折れ線で書き込んである。従来型の防雪柵の概略は図2のa、bに示してある。
【0015】
この実験結果から解ることは、aの忍び返し付きは、60分経過時点で堆積はほぼ忍び返し部にまで達し、その後堆積はより顕著になり、さらに防雪柵のすぐ裏側にも活性白土の停留が急速に起こった事である。
【0016】
また誘導部付きのbは60分経過時点で堆積は防雪柵の鉛直部の上部に達し、その後の堆積はaの忍び返し付きほど顕著ではないが、やはり防雪柵のすぐ裏側には急速に活性白土が積もり始めている。
【0017】
本発明のcの忍び返しと誘導部付き防雪柵の場合は60分経過時点で堆積は鉛直部上部に達し、その後も堆積はbと同様に続いているが、他の従来型の防雪柵との際立った違いは、防雪柵の裏側の堆積が進んでいない事である。
【0018】
【発明の効果】
以上説明したように、本発明の防雪柵によれば、積雪の少ない時は吹止式防雪柵として充分機能し、積雪量が一定量を超えた段階では風雪を遠方まで吹き飛ばして道路上には雪を積もらせない働きをする。
【図面の簡単な説明】
【図1】本発明の防雪柵の断面図。
【図2】風洞実験に使用した他の防雪柵模型の断面図。a:従来型忍び返し付き防雪柵、b:従来型誘導部付き防雪柵。
【図3】模型を使った風洞実験の結果。20分毎の堆積量を下から順に20分、40分、60分、80分まで折れ線で示してある。a:従来型忍び返し付き防雪柵、b:従来型誘導部付き防雪柵、c:本発明の忍び返しと誘導部の付いた防雪柵。単位は防雪柵の高さを1とした。
【符号の説明】
1 鉛直部
2 忍び返し部
3 風雪遠方越流誘導部
4 道路法面
5 歩道[0001]
BACKGROUND OF THE INVENTION
It relates to a blow-off type snow fence that is installed for road traffic safety in snowy areas.
[0002]
[Prior art]
Snow fences used in snowy areas are installed on the windward side to prevent snow from accumulating on the road surface.Blow off type snow fences that blow the wind on the road surface to blow off the snow. There is a blow-off type snow fence that tries to reduce the snow that blows to the road side by accumulating snow on the windward side.
[0003]
In order to enhance the blow-off effect, the blow-off type often has a structure called creeping-up, in which the uppermost portion of the snow fence is inclined about 1/5.
[0004]
However, when the snow accumulation on the windward side increases and the height of the snow piles up, the snow trapping effect decreases, and the snow traps in the shadow of the turnover, and the field of view and snow accumulation begin to occur. Therefore, when installing this snow-preventing fence, it was supposed to be installed away from the road, not the shoulder of the road, but about twice the height of the fence, but there were many problems such as the acquisition of land.
[0005]
In order to solve this problem, as disclosed in Japanese Patent Application Laid-Open No. 2001-288715, it is composed of a vertical part in which a snow protection plate is raised vertically from below and an arcuate wing-type induction plate part that is curved upward on the upper side. A blown snow fence has been proposed.
[0006]
However, this invention is considered to be effective when snow is accumulated near the windward guide plate on the windward side of the snow fence, but when it is actually installed on a shoulder with a slope, it is immediately behind the snow fence. Even snow accumulation occurs.
[0007]
[Problems to be solved by the invention]
Even when there is little or no snow accumulation on the windward side of the snow fence, it does not cause snow accumulation or rolling up on the road, it can prevent road traffic trouble due to snow and can be installed on the shoulder A blown snow fence is desired.
[0008]
[Means for Solving the Problems]
The present invention has been made in view of the above problems, and is composed of three parts, a vertical rising part, a creeping part inclined to the leeward side, and a guiding part inclined further to the leeward side. A hole with a diameter of several centimeters is formed on one side of the snowproof plate of the guiding portion so that the opening area ratio is 20 to 40%.
[0009]
This hole guides a part of the wind to the back side of the snow protection plate to suppress the phenomenon of turbulent flow on the back side of the guiding part, that is, the leeward side, and stops the snow that exceeds the snow protection fence on the road behind the snow protection fence. It plays the role of blowing away far away.
[0010]
Embodiment
An example of the snow fence according to the present invention will be described with reference to the drawings. FIG. 1 is a side view showing the concept of the snow fence, and the left side of the figure corresponds to the windward side. A
[0011]
Holes with a diameter of several centimeters are uniformly formed in the
[0012]
Wind and snow are sprayed onto the snow fence from the left side of the figure. The snow is blocked by a snow fence and begins to pile up on the
[0013]
In order to verify this, a comparative model experiment using a wind tunnel was conducted on the snow fence of the present invention and two conventional snow fences. The wind tunnel is 0.7m high, 1m wide, and about 6m long. Activated white clay with a wind speed of 4.5m per second at a fineness of 200 mesh and 50% or more of activated white clay is thrown, and the height of the active white clay piled up before and after the 1/100 snow fence placed in the wind tunnel and the road model is constant. Measured every hour. The similarity between the actual and the model experiment has been verified.
[0014]
FIG. 3 shows the results of experiments conducted on three types of snow fences. a is a conventional snow fence with a creeping plate, b is a conventional snow fence with a guiding plate, c is a snow fence with a guiding plate and a guiding plate according to the present invention, and each of the snow fences has the same height. The slope angle of the slope is 1: 1.5, corresponding to the upper and lower steps 1m. A snow fence is installed on the shoulder, the wind blows from the left side, and the amount of deposition measured every 20 minutes is written in a broken line from the bottom. An outline of a conventional snow fence is shown in FIGS.
[0015]
From this experimental result, it can be understood that when the cracking of a reaches 60 minutes, the accumulation almost reaches the cracked area, and then the accumulation becomes more prominent, and the active white soil stops rapidly immediately behind the snow fence. That happened.
[0016]
In addition, b with the guide part reaches the upper part of the vertical part of the snow fence after 60 minutes, and the subsequent accumulation is not as noticeable as the creeping of a. However, the activated clay is still immediately behind the snow fence. Is starting to pile up.
[0017]
In the case of the snow fence with cue and guidance part of the present invention, the accumulation reaches the upper part of the vertical part after 60 minutes, and the accumulation continues in the same manner as b, but with other conventional snow fences The striking difference is that the backside of the snow fence has not progressed.
[0018]
【The invention's effect】
As described above, according to the snow fence of the present invention, it functions sufficiently as a blow-off type snow fence when there is little snow, and when the amount of snow exceeds a certain amount, it blows wind and snow far away on the road. It works to prevent snow from accumulating.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view of a snow fence according to the present invention.
FIG. 2 is a sectional view of another snow fence model used in the wind tunnel experiment. a: Conventional snow fence with creeping, b: Conventional snow fence with guide.
FIG. 3 shows the result of a wind tunnel experiment using a model. The amount of deposition every 20 minutes is indicated by a polygonal line from the bottom up to 20, 40, 60, and 80 minutes. a: Conventional snow guard fence with creeping-in, b: Snow guard fence with conventional guiding part, c: Snow fence with creeping-in and guiding part of the present invention. The unit is 1 for the height of the snow fence.
[Explanation of symbols]
DESCRIPTION OF
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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JP2002284482A JP3711470B2 (en) | 2002-08-21 | 2002-08-21 | Creeping, blown snow fence with guide plate |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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JP2002284482A JP3711470B2 (en) | 2002-08-21 | 2002-08-21 | Creeping, blown snow fence with guide plate |
Publications (2)
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JP2004076555A JP2004076555A (en) | 2004-03-11 |
JP3711470B2 true JP3711470B2 (en) | 2005-11-02 |
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Application Number | Title | Priority Date | Filing Date |
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JP2002284482A Expired - Lifetime JP3711470B2 (en) | 2002-08-21 | 2002-08-21 | Creeping, blown snow fence with guide plate |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2016183548A (en) * | 2015-03-26 | 2016-10-20 | 理研興業株式会社 | Overflow strengthening type blowing-stopping system snow protection fence |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
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CN104532761B (en) * | 2012-11-07 | 2016-08-17 | 胡小青 | A kind of from elevated sandboard |
CN102979043B (en) * | 2012-11-07 | 2014-11-26 | 赣州诚博科技服务有限公司 | Novel self-elevation sand retaining plate |
CN104762891B (en) * | 2012-11-07 | 2016-08-24 | 胡小青 | From elevated sandboard |
JP6319717B2 (en) * | 2013-10-24 | 2018-05-09 | 理研興業株式会社 | Folding type snow fence using pillar upright type creeping guide plate |
JP6326391B2 (en) * | 2015-05-29 | 2018-05-16 | 株式会社クラレ | Snowfall prevention device |
-
2002
- 2002-08-21 JP JP2002284482A patent/JP3711470B2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2016183548A (en) * | 2015-03-26 | 2016-10-20 | 理研興業株式会社 | Overflow strengthening type blowing-stopping system snow protection fence |
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JP2004076555A (en) | 2004-03-11 |
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