JP4112746B2 - Vehicle protection fence with windbreak device - Google Patents

Vehicle protection fence with windbreak device Download PDF

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Publication number
JP4112746B2
JP4112746B2 JP16216399A JP16216399A JP4112746B2 JP 4112746 B2 JP4112746 B2 JP 4112746B2 JP 16216399 A JP16216399 A JP 16216399A JP 16216399 A JP16216399 A JP 16216399A JP 4112746 B2 JP4112746 B2 JP 4112746B2
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guide plate
flow guide
road
wind
plate
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JP2000345518A (en
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勝哉 枝元
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Kawada Industries Inc
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Kawada Industries Inc
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Description

【0001】
【発明の属する技術分野】
本発明は、高速道路、自動車専用道路等において、道路の外側方向から道路上の走行車両に対して吹きつける強い横風を緩和して、車両が安全に走行できるようにするための防風装置を備えた車両防護柵に関するものである。
【0002】
【従来の技術】
強風地帯を通過する道路、橋梁においては、強い横風の作用により、自動車の走行安全性が損なわれる事態がしばしば発生する。このような防風対策として、従来では、車両防護柵の外側に遮風フェンスを設置することが一般的に行われている。
【0003】
また、前記遮風フェンス以外の防風対策としては、例えば、実公昭45−32346号のように、ガードレールの上端外側に、互いに隙間を置いて配置した湾曲する噴口板と噴口導板とからなる風の導流路を設けて、道路外側方向から吹きつける風をこの噴口導板の下端の吸い込み口へ導入してから、導流路内を通して上端の吹き出し噴口よりガードレールの上方に向けてエアーカーテン状に吹き出すことで、風向きを変えるようにした防風装置が知られている。
【0004】
【発明が解決すべき課題】
これらの防風対策のうち、遮風フェンスは、道路の外側方向から道路上の走行車両に対して吹きつける強い横風を道路の側面で遮るものであるため、フェンスの高さが少なくとも走行車両の地上高さと同程度あることが必要であり、その結果、この遮風フェンスによって車両ドライバーの視認性、展望性が著しく妨げられるという問題点を有している。また、遮風フェンスでは、フェンス自体の受風面積が大きくなるため、防護柵とは別に遮風フェンス用の堅固な支柱基礎が必要となり、さらに、橋梁の場合には、橋梁本体にかかる風荷重が増加するという問題点を有している。
【0005】
一方、実公昭45−32346号の防風装置では、道路外側方向から吹きつける風を導流路内へ導入するための吸い込み口が、ガードレールの上端外側の一部にだけ開口しているために、道路外側方向からガードレールの方向に吹きつける風の全てを吸い込み口から導流路内へ導入できるわけではなく、吸い込み口の部分に吹きつけられた風だけを吸い込み口から導流路内へ導入することになるので、防風効率としては完全でないという問題を有している。
【0006】
また、上記の防風装置では、吸い込み口から導流路内へ導入された風が、導流路内の噴口板に直接衝突して、上端の吹き出し噴口方向へ急激に流れの向きを変られることと、流れの向きを変られた導流路内の風が上端の細い吹き出し噴口に向けて強制的に押し出されることで、吸い込み口内で激しい乱気流を発生し、吸い込み口での吸い込み効果が阻害されて、吸い込み口から風を効率的に吸い込むことができず、従って、上端の吹き出し噴口からエアーカーテンが形成されるほど勢いよく噴出させることはできないという問題点を有している。
【0007】
さらに、上記の防風装置では、上端の吹き出し噴口が道路外側方向から吹きつける風の風上方向に吹き出すように設けられているので、吹き出し噴口から放出された風は、道路外側方向から吹きつける風とぶつかって再び道路方向へ押し戻されることになり、風向きを変えられるほど効果的な防風効果は期待できないという問題点を有している。しかも、この防風装置では、基本的に道路外側方向から吹きつける風を遮るような構造であるため、風荷重に耐えうる堅牢な構造としなければならず経済的でないという問題点と、防風装置をガードレールの上端に突設するので必然的に高さが大きくなり、車両ドライバーの視認性、展望性が妨げられるという問題点等を有している。
【0008】
このような従来における防風装置の問題点を検討した結果、道路、橋梁に設ける防風装置としては、風を直接遮るような遮蔽構造物によって風の流れを変えるような方法は、それなりの効果があるとしても、その反面、堅牢な構造としなければならないので設備の規模が大きくなったり、車両ドライバーの視認性、展望性を阻害するという欠点を有しているので、このような問題に対しては、風圧に対してできるだけ抵抗値の低い構造物とする必要があることが判明した。
【0009】
【課題を解決するための手段】
本発明は、上記のような従来における防風装置の問題点に鑑み、強い横風を直接遮断したり減衰させるのではなく、風の流れを合理的に誘導するすることで、車両の側面に吹きつける風を車両の走行に支障のない道路上方域に流動させて車両が安全に走行できるようにすると共に、高さも従来の防護柵の高さの範囲内に設定できて、車両ドライバーの視認性、展望性を妨げることのないような防風装置付車両防護柵の提供を目的としたものである。
【0010】
請求項1の発明は、そのための具体的手段として、道路の路肩に間隔を置いて立設された支柱と、これら支柱間に複数段に架設された横梁とからなる車両防護柵において、支柱間上端部に、上端が上段横梁の道路内面側上方に位置し、下端が道路外面側下方に位置するように傾斜させた第一導流板と、支柱間中間部に、上端が前記第一導流板の上端と離間した道路内面側上方に位置し、下端が道路外面側下方に位置するように前記第一導流板よりも大きな角度で傾斜させた第二導流板とを備え、前記第一導流板と第二導流板との間で道路外面側からの風を道路内面側上方へ導く吹き抜け通路が形成されていることを特徴とする。
【0011】
請求項2の発明は、請求項1の発明において、道路外面側における上段横梁の下面に、上段横梁と下方の傾斜状に取り付けられる第一導流板との間に生ずる空間を閉じるための遮蔽板を備えていることを特徴とする。
【0012】
請求項3の発明は、請求項1の発明において、第二導流板が第一導流板よりも幅の広い板からなっており、この第二導流板の上端が、第一導流板の上端と同じ高さで第一導流板の上端とほぼ支柱の上端幅程度離間した道路内面側上方に位置し、下端が第一導流板の下端における鉛直線上に位置するように設けられていることを特徴とする。
【0013】
請求項4の発明は、請求項1又は3の発明において、第一導流板の支柱に対する傾斜角が30°乃至60°の範囲に設けられ、第二導流板の支柱に対する傾斜角が50°乃至80°の範囲に設けられていることを特徴とする。
【0014】
【発明の実施の形態】
本発明に係る防風装置付車両防護柵の構成を、図面に示す実施例について説明すると、図1はこの防風装置付車両防護柵の構成を示す断面図であり、防護柵は道路1の路肩に所定間隔を置いて立設された高さ1m強程度の支柱2と、これらの支柱2の上端間に架設された上段横梁3と、支柱2の中間上部の道路内面側Aに止め金具5を介して架設された主要横梁4と、同じく支柱2の中間下部の道路内面側Aに止め金具7を介して架設された下段横梁6とからなっている。
【0015】
上記防護柵に設けられる防風装置は、支柱2の上端部間に所定の傾斜角度をもって取り付けられたアルミ、ステンレス等の金属板あるいはアクリル等の合成樹脂板からなる第一導流板8と、支柱2の中間部間に第一導流板8よりも大きな角度で傾斜するように取り付けられた同様な素材からなる第二導流板11とから基本的に構成されている。
【0016】
支柱2の上端部間に設けられる第一導流板8は、支柱2の上端幅Wよりも2乃至3倍大きな横幅を有しており、上端8aが上段横梁3の下面の道路内面側Aに位置し、下端8bが上段横梁3の下方における道路外面側Bの方向に突出するような30°乃至60°の範囲の傾斜角、好ましくは45°の傾斜角を保持するように止め金具9で固定されている。
【0017】
上段横梁3の下方に第一導流板8が45°の傾斜角で取り付けられると、道路外面側Bにおける上段横梁3の下面と第一導流板8の中間部との間に三角形の空間部Cが形成されるので、この空間部Cを閉じるために道路外面側Bにおける上段横梁3と第一導流板8との間に遮蔽板10を設けて、道路外面側Bから吹きつける風が第一導流板8に沿って空間部C内に入ることなく、遮蔽板10により支柱2の前面上方へ導かれるようにしておくことが好ましい。
【0018】
一方、支柱2の中間部間に設けられる第二導流板11は、第一導流板8の幅よりも約3倍程度大きな横幅を有しており、上端11aが上段横梁3の天端と同じ高さで、かつ、第一導流板上端8aとは支柱2の上端幅W程度離間した道路内面側A上方に位置し、下端11bが道路外面側B下方、詳細には第一導流板下端8bの鉛直線上に突出するような50°乃至80°の範囲の傾斜角、好ましくは67.5°の傾斜角をもって止め金具12により固定されている。
【0019】
上記のように、支柱2の間に傾斜した第一導流板8と第二導流板11とを設けることにより、それぞれの導流板8,11の間には、下端に図面左側の道路外面側Bから吹きつける風を導入する吸い込み口14と、上端に前記吸い込み口14から導入された風を道路内面側Aの上方へ噴出する吹き出し口15とをもった、それぞれの導流板8,11の傾斜面に沿う吹き抜け通路13が形成される。この吹き抜け通路13の下端における吸い込み口14の開口幅は、上端の吹き出し口15の開口幅の約5倍程度となっている。
【0020】
一方、第二導流板11の下端と地覆部16との間には支柱2の高さの約1/7程度の通風路17が残されている。
【0021】
防風装置は、前記のように、基本的に第一導流板8と第二導流板11とから構成されるが、これらの導流板8と導流板11とによる防風機能を述べる前に、第一導流板8による防風機能を図4により説明する。
【0022】
図4に示すように、第一導流板8を備えた防護柵に対して、図面左側の道路外面側B方向から横風Dが吹きつけられると、第一導流板8の前面部分では、この導流板8の傾斜面に沿って支柱2の上端方向へ流れる上向きの偏向流Eを生ずる。その際、道路外面側Bにおける上段横梁3の下面と第一導流板8の中間部との間に遮蔽板10が設けられていると、第一導流板8とこの遮蔽板10とによって鈍角状の隅角部が形成され、第一導流板8の前面に当たった風を円滑に防護柵の上方へ誘導する適切な偏向流Eとすることができる。
【0023】
また、第一導流板8の下端8bの部分では、前記横風Dの流れに剥離部が生じて、前記の防護柵の上方へ誘導される偏向流Eとは分離して、向きを第一導流板8の裏面方向へ変える流れが生ずる。そのため、第一導流板8の表面に当たった風だけに限って見た場合、第一導流板8と遮蔽板10とによって防護柵の上方の道路内面側A方向へ誘導さた偏向流Eの下方部分に負圧による減風領域F1が発生し、この減風領域F1の内部では圧力が低下するとともに、その周辺の気流を吸い込む効果をもたらす。
【0024】
一方、図3のように、第一導流板8の下方に第二導流板11を設けた場合について見ると、第一導流板8と第二導流板11との間の吸い込み口14に当たった横風Dは、両導流板8,11間の傾斜面に沿う吹き抜け通路13の上端の吹き出し口15から、防護柵の上方の道路内面側A方向へ吹き上げ流Gとなって吹き出される。このとき、吸い込み口14から入った横風は、吸い込み口14より開口面積の小さい吹き出し口15へ至る間に縮流され、吹き上げ流Gとして吐き出されるときには流速が一層増加される効果をもたらす。
【0025】
さらに、この吹き上げ流Gは、図4に示した第一導流板8に沿って流動する気流により生ずる低い圧力の前記減風領域F1に向けて吐き出されるため、図4に示した減風領域F1の吸い込み作用により増速効果が一層確実なものとされる。その結果、第一導流板8と遮蔽板10とによって防護柵の上方の道路内面側A方向へ誘導さた前記偏向流Eは、吹き出し口15から噴出する流速の増加された吹き上げ流Gによって道路内面側Aのさらに上方へ吹き上げられることになり、前記減風領域F1の範囲が上方のF2の領域まで拡大されることになる。
【0026】
つまり、第一導流板8と遮蔽板10とによる偏向流Eと第二導流板11による吹き上げ流Gとの相乗効果により、防護柵の上方を水平に吹き抜けようとする横風は防護柵を越えた部分で道路内面側Aの上方へ大きく偏向されることになり、走行車両に直接作用する横風が大幅に軽減されることになる。
【0027】
なお、第二導流板11は傾斜角度を大きくすることにより下端11bを防護柵の下部にまで延ばせるので、遮風効果も向上することができる。
【0028】
前記のように、第一導流板8は45°の傾斜角で取り付けられることが好ましいが、この最適な取り付け角度を決定するまでに、第一導流板8の傾斜角度を15°,30°,45°の3種類に設定して、風洞実験した場合の減風率を測定したところ、図5に示すように、15°の場合には防護柵の後方上部に減風率0.4以下の領域が殆ど発生しないのに対し、30°では防護柵の後方1.5m程度の高さで防護柵から道路内面側Aに1.5m程度の範囲に減風率0.4の領域(風速は6割減)を発生し、45°では同じ高さで減風率0.4の領域を防護柵から道路内面側Aに4m付近まで発生させることができ、第一導流板8を45°としたときに、最も広い減風領域を確保できることが判明した。
【0029】
また、第二導流板11は、前記のように67.5°の傾斜角で取り付けられることが好ましいが、この最適な取り付け角度を決定するまでに、45°,67.5°,90°の3種類に設定して実験した結果では、45°では第一導流板8と平行になるため上端に縮流を形成する吹き出し口15を得ることができず、90°の場合は第二導流板11による吹き上げ効果が得られないことになり、最終的に67.5°が好ましいことが判明した。
【0030】
そして、第一導流板8を45°,第二導流板11を67.5°に設定した場合と導流板を全く設けない防護柵とについて風洞実験を行った結果、図6に示すように、導流板を設けない防護柵では、減風率0.6の領域(風速は4割減)が地表から1.0m程度にまでしか及んでいないのに対し、第一導流板8と第二導流板11を所定の角度に設けた場合では、減風率0.6の領域が地表から2m以上に及んでいることが判明した。
【0031】
【発明の効果】
以上に述べたように、本発明の防風装置付車両防護柵によれば、防護柵に所定の傾斜角度の第一導流板と第二導流板とを設けたので、道路外面側B方向から道路内面側A上の走行車両に横風Dが吹きつけられると、第一導流板による防護柵上方への偏向流Eと、第二導流板による吹き上げ流Gとを発生させて、これらの気流の相乗効果により、防護柵の上方を水平に吹き抜けようとする横風Dを防護柵を越えた部分で道路内面側Aの上方へ大きく偏向させることができ、道路上を走行する車両に作用する横風を大幅に軽減することができる。
【0032】
また、これらの第一導流板と第二導流板とは、いずれも防護柵の高さの範囲内に設けられて、防風装置自体が防護柵の高さを越えることはなく、しかも従来の高さ2mにもおよぶ遮風フェンスと同等の防風機能を発揮できるので、運転者の外界に対する視認性、展望性を妨げることなく横風を大幅に軽減し、走行安定性の阻害されない安全な道路を提供することができる。
【0033】
本発明の防風装置では、従来の遮風フェンスのように横風を遮断するのではなく、道路内面側Aの上方へ大きく偏向させて、道路上を走行する車両に横風による影響が与えられないようにするので、従来の遮風フェンスに比較して受風面積が少なく、横風により受ける水平風荷重を軽減することができ、支柱の設計や橋梁上に取り付ける場合において設計風荷重の軽減につながり、経済的な構成とすることができる。
【0034】
また、従来の遮風フェンスでは使用される樹脂ネットなどの目づまりや汚れ、あるいは破損などが懸念され、維持管理に手間がかかるという問題があるが、本発明の防風装置では導流板が傾斜しているのでゴミなどが付着しにくく、また、防護柵と一体構造のため強度的にも問題はない。
【0035】
さらに、本発明の防風装置は、横風を上方に偏向させて減風領域を生じさせる構造であるため、この防風装置を備えた防護柵の周辺では風の澱む領域ができにくく、このことにより、雪混じりの風が吹きつけた場合にも防護柵の周辺に雪溜りが発生することがなく、車両の走行に安全であるとともに、大がかりな除雪作業を必要としないのでメンテナンスが容易であるなどの効果を有する。
【図面の簡単な説明】
【図1】本発明に係る防風装置付車両防護柵の構造を示す断面図。
【図2】防風装置付車両防護柵を道路外面側方向より見た斜視図。
【図3】図1に示す防風装置付車両防護柵の防風機能を説明する断面図。
【図4】第一導流板のみによる防風機能を説明する断面図。
【図5】第一導流板の傾斜角度の違いによる減風率の変化を示す説明図。
【図6】第一導流板及び第二導流板を備えた本発明の防風装置付車両防護柵と防風装置を備えない防護柵とにおける減風率の比較を示す説明図。
【符号の説明】
1:道路
2:支柱
3:上段横梁
4:主要横梁
5:止め金具
6:下段横梁
7:止め金具
8:第一導流板
8a:第一導流板上端
8b:第一導流板下端
9:止め金具
10:遮蔽板
11:第二導流板
11a:第二導流板上端
11b:第二導流板下端
12:止め金具
13:吹き抜け通路
14:吸い込み口
15:吹き出し口
16:地覆部
17:通風部
[0001]
BACKGROUND OF THE INVENTION
The present invention includes a windproof device for relaxing a strong crosswind blown to a traveling vehicle on the road from the outside direction of the road on a highway, an automobile exclusive road, etc. so that the vehicle can travel safely. It relates to the vehicle protection fence.
[0002]
[Prior art]
On roads and bridges that pass through strong wind zones, there are often situations where the driving safety of automobiles is impaired by the action of strong crosswinds. As such a windbreak countermeasure, conventionally, a windbreak fence is generally installed outside the vehicle protection fence.
[0003]
In addition, as a windbreak countermeasure other than the windbreak fence, for example, as in Japanese Utility Model Publication No. 45-32346, a wind composed of a curved nozzle plate and a nozzle guide plate arranged on the outer side of the upper end of the guard rail with a gap therebetween. The air flow path is installed in the direction of the outside of the road, and the air blown from the outside of the road is introduced into the suction port at the lower end of the nozzle guide plate. There is known a windproof device that changes the wind direction by blowing it out.
[0004]
[Problems to be Solved by the Invention]
Among these windproof measures, the windbreak fence blocks the strong side wind blowing against the traveling vehicle on the road from the outside direction of the road at the side of the road, so the height of the fence is at least on the ground of the traveling vehicle. As a result, the windshield fence has a problem that visibility and visibility of the vehicle driver are significantly hindered. In addition, the windbreak fence increases the wind receiving area of the fence itself, so a solid support foundation for the windbreak fence is required in addition to the protective fence, and in the case of a bridge, the wind load on the bridge body is required. Has the problem of increasing.
[0005]
On the other hand, in the windbreak device of Japanese Utility Model Publication No. 45-32346, the suction port for introducing the wind blown from the road outer side direction into the guide channel is opened only at a part of the upper end outside the guardrail. Not all the wind blown from the outside of the road toward the guardrail can be introduced into the guide channel from the suction port, but only the wind blown to the suction port part is introduced from the suction port into the guide channel. Therefore, there is a problem that the windproof efficiency is not perfect.
[0006]
Further, in the windproof device described above, the wind introduced into the guide channel from the suction port directly collides with the nozzle plate in the guide channel, and the direction of the flow is suddenly changed in the direction of the blowout nozzle at the upper end. When the wind in the guide channel whose direction of flow has been changed is forcibly pushed toward the blowout nozzle at the upper end, intense turbulence is generated in the suction port and the suction effect at the suction port is hindered. Thus, there is a problem in that the wind cannot be efficiently sucked from the suction port, and therefore, it cannot be ejected as vigorously as the air curtain is formed from the blowout nozzle at the upper end.
[0007]
Further, in the windbreak device described above, since the blowout nozzle at the upper end is provided so as to blow up in the windward direction of the wind blown from the road outer direction, the wind discharged from the blowout nozzle is the wind blown from the road outer direction. It will be pushed back to the road direction again, and there is a problem that an effective windproof effect cannot be expected to change the wind direction. In addition, since the windbreaker basically has a structure that blocks the wind blown from the outside of the road, the windbreaker must have a robust structure that can withstand wind loads and is not economical. Since it protrudes from the upper end of the guardrail, the height is inevitably increased, and the visibility and visibility of the vehicle driver are hindered.
[0008]
As a result of examining the problems of the conventional windbreaking device, as a windbreaking device provided on roads and bridges, a method of changing the wind flow by a shielding structure that directly blocks the wind has a certain effect. However, on the other hand, since it has to be a robust structure, it has the disadvantage of increasing the scale of the facility and hindering the visibility and visibility of the vehicle driver. It was found that the structure should have a resistance value as low as possible against the wind pressure.
[0009]
[Means for Solving the Problems]
In view of the problems of the conventional windproof devices as described above, the present invention blows on the side of the vehicle by rationally guiding the flow of wind rather than directly blocking or attenuating strong crosswinds. While allowing the vehicle to travel safely by allowing the wind to flow above the road that does not interfere with vehicle driving, the height can also be set within the range of the height of the conventional protective fence, and the vehicle driver's visibility, The purpose is to provide a vehicle protection fence with a windproof device that does not hinder the visibility.
[0010]
According to the first aspect of the present invention, as a specific means for that purpose, in a vehicle protection fence comprising a support column erected at intervals on the shoulder of a road and a horizontal beam installed in a plurality of stages between these support columns, At the upper end, the upper end is positioned above the inner surface of the upper horizontal beam and the lower end is positioned below the outer surface of the road. A second flow guide plate that is located above the inner surface of the road spaced apart from the upper end of the flow plate and is inclined at a larger angle than the first flow guide plate so that the lower end is positioned below the road outer surface side, and A blow-through passage is formed between the first flow guide plate and the second flow guide plate to guide the wind from the road outer surface side upward to the road inner surface side.
[0011]
According to a second aspect of the present invention, in the first aspect of the invention, a shield for closing a space formed between the upper horizontal beam and the first flow guide plate attached to the lower slope on the lower surface of the upper horizontal beam on the road outer surface side. It is characterized by having a board.
[0012]
According to a third aspect of the present invention, in the first aspect of the invention, the second flow guide plate is a plate wider than the first flow guide plate, and the upper end of the second flow guide plate is the first flow guide plate. Located at the same height as the upper end of the plate and at the upper side of the road inner surface, which is approximately the same as the upper end width of the first flow guide plate and about the upper end width of the column. It is characterized by being.
[0013]
According to a fourth aspect of the present invention, in the first or third aspect of the present invention, the inclination angle of the first flow guide plate with respect to the column is set in a range of 30 ° to 60 °, and the inclination angle of the second flow guide plate with respect to the column is 50. It is characterized in that it is provided in the range of 80 ° to 80 °.
[0014]
DETAILED DESCRIPTION OF THE INVENTION
The configuration of the vehicle protection fence with windproof device according to the present invention will be described with reference to the embodiment shown in the drawings. FIG. 1 is a cross-sectional view showing the configuration of the vehicle protection fence with windproof device. A column 2 having a height of about 1 m that is erected at a predetermined interval, an upper horizontal beam 3 installed between the upper ends of these columns 2, and a stopper 5 on the road inner surface A on the middle upper part of the column 2 And a lower horizontal beam 6, which is also installed on a road inner surface A on the middle lower part of the column 2 via a stopper 7.
[0015]
The windbreak device provided in the protection fence includes a first flow guide plate 8 made of a metal plate such as aluminum or stainless steel or a synthetic resin plate such as acrylic, which is attached between the upper end portions of the support column 2 with a predetermined inclination angle, and a support column. It is fundamentally comprised from the 2nd flow guide plate 11 which consists of the same raw material attached so that it might incline at a larger angle than the 1st flow guide plate 8 between two intermediate parts.
[0016]
The first flow guide plate 8 provided between the upper ends of the support columns 2 has a width that is two to three times larger than the upper end width W of the support columns 2, and the upper end 8 a is the road inner surface A on the lower surface of the upper horizontal beam 3. And a fastener 9 so that the lower end 8b holds an inclination angle in the range of 30 ° to 60 °, preferably 45 ° so that the lower end 8b protrudes in the direction of the road outer surface B below the upper horizontal beam 3. It is fixed with.
[0017]
When the first flow guide plate 8 is attached to the lower side of the upper horizontal beam 3 with an inclination angle of 45 °, a triangular space is formed between the lower surface of the upper horizontal beam 3 on the road outer surface side B and the intermediate portion of the first flow guide plate 8. Since the portion C is formed, a wind is blown from the road outer surface side B by providing a shielding plate 10 between the upper horizontal beam 3 and the first flow guide plate 8 on the road outer surface side B in order to close the space portion C. Is preferably guided to the upper part of the front surface of the column 2 by the shielding plate 10 without entering the space C along the first flow guide plate 8.
[0018]
On the other hand, the second baffle plate 11 provided between the intermediate portions of the support columns 2 has a lateral width that is about three times larger than the width of the first baffle plate 8, and the upper end 11 a is the top end of the upper horizontal beam 3. And the first flow guide plate upper end 8a is located above the road inner surface side A which is separated by the upper end width W of the support column 2, and the lower end 11b is located below the road outer surface side B, specifically the first guide plate. The metal plate 12 is fixed by the stopper 12 with an inclination angle in the range of 50 ° to 80 °, preferably an inclination angle of 67.5 ° so as to protrude on the vertical line of the flow plate lower end 8b.
[0019]
As described above, by providing the first flow guide plate 8 and the second flow guide plate 11 that are inclined between the support columns 2, the road on the left side of the drawing is located between the respective flow guide plates 8 and 11. Each flow guide plate 8 having a suction port 14 for introducing the wind blown from the outer surface side B and a blowing port 15 for ejecting the wind introduced from the suction port 14 to the upper side of the road inner surface side A at the upper end. , 11 is formed along the inclined surface 13. The opening width of the suction port 14 at the lower end of the blow-through passage 13 is about five times the opening width of the blow-out port 15 at the upper end.
[0020]
On the other hand, between the lower end of the second flow guide plate 11 and the ground covering portion 16, a ventilation path 17 of about 1/7 of the height of the support column 2 is left.
[0021]
As described above, the windbreak device basically includes the first flow guide plate 8 and the second flow guide plate 11, but before describing the windproof function of the flow guide plate 8 and the flow guide plate 11. Next, the windbreak function by the first flow guide plate 8 will be described with reference to FIG.
[0022]
As shown in FIG. 4, when the cross wind D is blown from the road outer surface side B direction on the left side of the drawing to the guard fence provided with the first flow guide plate 8, in the front portion of the first flow guide plate 8, An upward deflection flow E that flows in the direction of the upper end of the column 2 along the inclined surface of the flow guide plate 8 is generated. At that time, if the shielding plate 10 is provided between the lower surface of the upper horizontal beam 3 on the road outer surface side B and the intermediate portion of the first flow guide plate 8, the first flow guide plate 8 and the shield plate 10 An obtuse corner portion is formed, and an appropriate deflected flow E that smoothly guides the wind striking the front surface of the first flow guide plate 8 to the upper side of the protective fence can be obtained.
[0023]
Further, in the portion of the lower end 8b of the first flow guide plate 8, a separation portion is generated in the flow of the cross wind D, and the first flow guide plate 8 is separated from the deflected flow E guided upward of the protective fence, and has a first direction. A flow that changes toward the back surface of the flow guide plate 8 is generated. Therefore, when only the wind hitting the surface of the first flow guide plate 8 is viewed, the deflected flow guided by the first flow guide plate 8 and the shielding plate 10 toward the road inner surface A direction above the protective fence. A wind-reducing area F1 due to negative pressure is generated in a lower part of E, and the pressure is reduced inside the air-reducing area F1 and the effect of sucking the airflow around the area is brought about.
[0024]
On the other hand, as shown in FIG. 3, when the second flow guide plate 11 is provided below the first flow guide plate 8, the suction port between the first flow guide plate 8 and the second flow guide plate 11. 14 from the blowout port 15 at the upper end of the blow-through passage 13 along the inclined surface between the two flow guide plates 8 and 11 blows out as a flow G toward the road inner surface side A above the protective fence. Is done. At this time, the cross wind entering from the suction port 14 is contracted while reaching the blowout port 15 having an opening area smaller than that of the suction port 14, and when discharged as a blow-up flow G, the flow velocity is further increased.
[0025]
Further, since this blow-up flow G is discharged toward the low-pressure wind-reduction area F1 having a low pressure generated by the airflow flowing along the first flow guide plate 8 shown in FIG. 4, the wind-reduction area shown in FIG. The speed increasing effect is further ensured by the suction action of F1. As a result, the deflection flow E induced by the first flow guide plate 8 and the shielding plate 10 in the direction of the road inner surface A above the protective fence is caused by the blow-up flow G having an increased flow velocity ejected from the blowout port 15. The air is blown further upward on the road inner surface side A, and the range of the wind reduction area F1 is expanded to the area of F2 above.
[0026]
In other words, due to the synergistic effect of the deflection flow E by the first flow guide plate 8 and the shielding plate 10 and the blow-up flow G by the second flow guide plate 11, the cross wind that attempts to blow through the top of the protective fence horizontally In the part beyond the road side, it is greatly deflected above the road inner surface side A, and the cross wind directly acting on the traveling vehicle is greatly reduced.
[0027]
In addition, since the 2nd baffle plate 11 can extend the lower end 11b to the lower part of a protection fence by enlarging an inclination angle, the wind-shielding effect can also be improved.
[0028]
As described above, it is preferable that the first flow guide plate 8 is mounted at an inclination angle of 45 °. However, the inclination angle of the first flow guide plate 8 is set to 15 °, 30 until the optimum mounting angle is determined. As shown in FIG. 5, the wind reduction rate in the wind tunnel experiment was set at 3 degrees of 45 ° and 45 °. As shown in FIG. Whereas the following areas hardly occur, at 30 °, the height is about 1.5 m behind the guard fence, and the area with a wind reduction rate of 0.4 is about 1.5 m from the guard fence to the inner surface A of the road ( The wind speed is reduced by 60%), and at 45 °, an area with a wind reduction rate of 0.4 at the same height can be generated from the protective fence to the road inner surface A up to about 4 m. It was found that the widest wind reduction area can be secured when the angle is 45 °.
[0029]
Further, the second flow guide plate 11 is preferably attached at an inclination angle of 67.5 ° as described above, but 45 °, 67.5 °, and 90 ° are required until the optimum attachment angle is determined. As a result of the experiment with the three types, the blowout port 15 that forms a contracted flow at the upper end cannot be obtained at 45 ° and is parallel to the first flow guide plate 8; It was found that the blowing effect by the flow guide plate 11 could not be obtained, and finally 67.5 ° was preferable.
[0030]
And as a result of having conducted the wind tunnel experiment about the case where the 1st baffle plate 8 is set to 45 degrees, the 2nd baffle plate 11 is set to 67.5 degrees, and the protective fence which does not provide a baffle plate at all, it shows in FIG. Thus, in the guard fence without the flow guide plate, the area of the wind reduction rate of 0.6 (wind speed is reduced by 40%) reaches only about 1.0 m from the ground surface, whereas the first flow guide plate When 8 and the second flow guide plate 11 were provided at a predetermined angle, it was found that the area of the wind reduction rate of 0.6 extends over 2 m from the ground surface.
[0031]
【The invention's effect】
As described above, according to the vehicle protection fence with windproof device of the present invention, the first and second flow guide plates having a predetermined inclination angle are provided on the protective fence. When the cross wind D is blown to the traveling vehicle on the road inner surface side A, a deflection flow E above the protective fence by the first flow guide plate and a blow-up flow G by the second flow guide plate are generated, and these Due to the synergistic effect of the airflow, the crosswind D, which tries to blow through the top of the protective fence horizontally, can be largely deflected above the road inner surface A at the part beyond the protective fence, which acts on vehicles traveling on the road. It is possible to greatly reduce the crosswind.
[0032]
In addition, the first and second flow guide plates are both provided within the height of the protective fence, and the windbreak device itself does not exceed the height of the protective fence. A windbreak function equivalent to a windbreak fence of 2m in height can be demonstrated, so the crosswind can be greatly reduced without impairing the visibility and visibility of the driver to the outside world, and a safe road that does not impair driving stability. Can be provided.
[0033]
In the windbreak device of the present invention, the crosswind is not blocked like the conventional windbreak fence, but is largely deflected above the road inner surface A so that the vehicle traveling on the road is not affected by the crosswind. Therefore, the wind receiving area is small compared to conventional windbreak fences, the horizontal wind load received by the cross wind can be reduced, and it leads to the reduction of the design wind load when installing on the pillar and bridge, It can be an economical configuration.
[0034]
In addition, there is a problem that clogging, dirt, or damage of resin nets used in conventional windbreak fences is concerned, and there is a problem that it takes time and effort for maintenance, but in the windbreak device of the present invention, the flow guide plate is inclined. It is difficult for dust to adhere to it, and there is no problem in strength because it is integrated with the protective fence.
[0035]
Furthermore, since the windbreak device of the present invention has a structure in which the crosswind is deflected upward to generate a wind reduction region, it is difficult to form a wind stagnant region around the protective fence provided with this windbreak device. Even when snowy wind blows, there is no snow accumulation around the protective fence, and it is safe for the vehicle to run and maintenance is easy because it does not require extensive snow removal work. Has an effect.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view showing the structure of a vehicle guard fence with windproof device according to the present invention.
FIG. 2 is a perspective view of a vehicle protection fence with a windproof device as viewed from a road outer surface side direction.
FIG. 3 is a cross-sectional view for explaining a windproof function of the vehicle protective fence with windproof device shown in FIG. 1;
FIG. 4 is a cross-sectional view illustrating a windbreak function using only a first flow guide plate.
FIG. 5 is an explanatory diagram showing a change in wind reduction rate due to a difference in the inclination angle of the first flow guide plate.
FIG. 6 is an explanatory diagram showing a comparison of a wind reduction rate between a vehicle protection fence with a windproof device of the present invention including a first flow guide plate and a second flow guide plate and a protection fence without a windproof device.
[Explanation of symbols]
1: Road 2: Column 3: Upper cross beam 4: Main cross beam 5: Stop bracket 6: Lower cross beam 7: Stop bracket 8: First flow guide plate 8a: First flow guide plate upper end 8b: First flow guide plate lower end 9 : Stop metal fitting 10: Shield plate 11: Second current guide plate 11 a: Second current guide plate upper end 11 b: Second current guide plate lower end 12: Stop metal fitting 13: Blow-through passage 14: Suction port 15: Blowing port 16: Ground cover Part 17: Ventilation part

Claims (3)

道路の路肩に間隔を置いて立設された支柱と、これらの支柱間に複数段に架設された横梁とからなる車両防護柵において、支柱間上端部に、上端が上段横梁の道路内面側下方に位置し、下端が道路外側面下方に位置するように傾斜させた第一導流板と、支柱間中間部に、上端が前記第一導流板の上端と離間した道路内面側上方に位置し、下端が道路外面側下方に位置するように前記第一導流板よりも大きな角度で傾斜させた第二導流板とを備え、
上段横梁の道路外面側下面に、上段横梁と下方の第一導流板との間の空間部を閉じる遮蔽板を設けて、横風を第一導流板と遮蔽板との表面に沿って防護柵の上方へ誘導する流路を形成し、
前記第一導流板と第二導流板との上端には、前記遮蔽板に沿って防護柵の上方の道路内面側方向へ誘導した偏向流を、さらに防護柵の上方へ吹き上げるための吹き抜け通路が形成されている防風装置付車両防護柵。
In a vehicle protection fence consisting of pillars erected on the shoulders of the road at intervals and transverse beams erected in multiple stages between these pillars, the upper end is below the inner surface of the upper transverse beam at the upper end between the pillars The first flow guide plate is inclined so that the lower end is positioned below the road outer surface, and the middle portion between the columns, and the upper end is positioned above the road inner surface side that is separated from the upper end of the first flow guide plate. And a second baffle plate that is inclined at a larger angle than the first baffle plate so that the lower end is located below the road outer surface side,
A shielding plate that closes the space between the upper transverse beam and the lower first flow guide plate is provided on the lower surface of the upper horizontal beam on the road surface side, and cross wind is protected along the surface of the first flow guide plate and the shielding plate. Form a flow path that leads to the top of the fence,
The upper end of the first flow guide plate and the second flow guide plate is a blowout for further blowing a deflected flow guided along the shielding plate in the direction toward the inner surface of the road above the protection fence. Vehicle protection fence with windbreak device that has a passage .
第二導流板が第一導流板よりも幅の広い板からなっており、この第二導流板の上端が、第一導流板の上端と同じ高さで第一導流板の上端とほぼ支柱の上端幅程度離間した道路内面側上方に位置し、下端が第一導流板の下端における鉛直線上に位置するように設けられている請求項1の防風装置付車両防護柵。  The second flow guide plate is a plate wider than the first flow guide plate, and the upper end of the second flow guide plate is the same height as the upper end of the first flow guide plate and The vehicle protection fence with windproof device according to claim 1, wherein the vehicle protection fence is provided on the inner surface side of the road which is separated from the upper end by approximately the upper end width of the column, and the lower end is positioned on the vertical line at the lower end of the first flow guide plate. 第一導流板の支柱に対する傾斜角が30°乃至60°の範囲に設けられ、第二導流板の支柱に対する傾斜角が50°乃至80°の範囲に設けられている請求項1又は2の防風装置付車両防護柵。
(上記下線部分が今回補正した箇所です)
The inclination angle of the first flow guide plate with respect to the support is provided in a range of 30 ° to 60 °, and the inclination angle of the second flow guide plate with respect to the support is provided in a range of 50 ° to 80 °. Vehicle protection fence with windproof device.
(The underlined part above is the part corrected this time)
JP16216399A 1999-06-09 1999-06-09 Vehicle protection fence with windbreak device Expired - Fee Related JP4112746B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6999263B2 (en) 2016-11-01 2022-01-18 芝浦機械株式会社 Manufacturing method and machine tool for multiple ball screws

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JP5791413B2 (en) * 2011-07-27 2015-10-07 株式会社日本パーツセンター Snow fence

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6999263B2 (en) 2016-11-01 2022-01-18 芝浦機械株式会社 Manufacturing method and machine tool for multiple ball screws

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