JP4134053B2 - Snow fence for slant wind - Google Patents

Snow fence for slant wind Download PDF

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JP4134053B2
JP4134053B2 JP2005014740A JP2005014740A JP4134053B2 JP 4134053 B2 JP4134053 B2 JP 4134053B2 JP 2005014740 A JP2005014740 A JP 2005014740A JP 2005014740 A JP2005014740 A JP 2005014740A JP 4134053 B2 JP4134053 B2 JP 4134053B2
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plate
wind
blowing
snow
plates
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JP2005232957A (en
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元司 田代
泰則 吉田
潔 高森
繁 照井
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Tokyo Rope Manufacturing Co Ltd
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Tokyo Rope Manufacturing Co Ltd
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本発明は防雪柵とりわけ斜風対応型の防雪柵に関する。   The present invention relates to a snow fence, and more particularly, to a snow wind fence compatible with oblique wind.

道路などにおける防雪対策のための手段として、間隔をおいて立て込んだ支柱の間に複数段の防雪板を垂設させた吹き止め型の防雪柵や、支柱の間に複数段の防雪板を昇降可能に設置し、冬季に各防雪板を適宜の間隔を置いて斜めに向け、各防雪板の隙間で吹雪や強風を斜め下方に誘導流通せしめるようにした吹き払い型の防雪柵は公知である。   As measures to prevent snow on roads, etc., blow-off type snow fences with multiple-level snow-prevention boards suspended between struts standing at intervals, and multiple-stage snow-prevention boards between the columns Blow-off type snow fences that are installed in such a manner that each snow protection board is inclined at an appropriate interval in winter, and the snow blowing and strong wind are guided and distributed diagonally downward in the gaps of each snow protection board are known. .

これらの防雪柵は、吹雪時の主風向が柵に対して直角からほぼ45度以上の場合にはそれなりの効果はあるものの、図26(a)のように主風向が道路と平行から45度程度以下というように流入風向角が小さい斜風向である場合には、防雪柵としての効果範囲が狭くなり、防雪柵付近以外の車道部では視程障害が発生する問題があった。
この対策として従来では吹き止め柵の柵高を高くする程度しかなく、そうした対応を行なっても、主風向が道路と平行から45度程度以下というように流入風向角が小さい斜風向には効果が乏しかった。
特開平10−18233号公報
These snow fences have a certain effect when the main wind direction at the time of snowstorm is almost 45 degrees or more from the right angle to the fence, but the main wind direction is 45 degrees from the parallel to the road as shown in FIG. When the inflow wind direction angle is small, such as below, the effective range as a snow fence becomes narrow, and there is a problem that visibility disturbance occurs in the roadway portion other than the vicinity of the snow fence.
Conventionally, as a countermeasure, only the height of the fence block is raised, and even if such measures are taken, it is effective for the slant wind direction with a small inflow wind direction angle such that the main wind direction is about 45 degrees or less from parallel to the road. It was scarce.
Japanese Patent Laid-Open No. 10-18233

本発明は前記のような問題点を解消するためになされたもので、その目的とするところは、道路に対して流入風向角度が小さい斜風向の吹雪に対して視程を確保でき、かつ短区間で吹雪を道路外に運ぶとともに道路上にバリアを形成して上空より吹き降ろす吹雪にも対応することができる新規な斜風対応型防雪柵を提供することにある。   The present invention has been made in order to solve the above-described problems, and the object of the present invention is to ensure visibility against a snowstorm with a slant wind direction with a small inflow wind direction angle with respect to the road, and a short section. It is an object of the present invention to provide a novel snow-break fence that can carry a snowstorm outside the road and can also handle a snowstorm that blows down from the sky by forming a barrier on the road.

上記目的を達成するため本発明は、両側の支柱の間に複数の防雪板を多段状にかつ折畳み可能に設けるとともに、最上段の防雪板の上に、風向を変えかつ吹き上げて飛ばす変風向吹上げ板を数段配置して、前記変風向吹上げ板は上面に、幅方向の一端が他端よりも高い部分と、幅方向の一端が他端よりも低い部分を有するようにねじりが付与されていることを特徴としている。 In order to achieve the above-mentioned object, the present invention provides a plurality of snow protection plates in a multi-stage and foldable between the support columns on both sides, and changes the wind direction and blows up and blows on the top snow protection plate. Several stages of raising plates are arranged, and the torsional wind blowing plate is twisted on the upper surface so that one end in the width direction is higher than the other end and one end in the width direction is lower than the other end. It is characterized by being.

本発明によるときには、平行から45度程度以下の斜方向からの吹雪時においても、短区間で吹雪を車道外に運んで視程を確保でき、吹き溜まりも改善することができ、流入風向角が45度から直角の吹雪に対しても対応できるため風向変化の著しい箇所でも適用できる。
また、吹雪時の風を風向を変えながら吹上げることで道路上を横断するバリアを形成できるので、上空から吹き降ろす吹雪にも対応することができるとともに、歩行者、車両に直接当てることがなく安全である。
さらに、風向変換と吹き上げの両性能を有するため、広幅員道路にも適用でき、道路への雪の堆積もほとんど生じさせないし、変風向吹上げ板が、変風向吹上げ板の上面に、幅方向の一端が他端よりも高い部分と、幅方向の一端が他端よりも低い部分を有するようにねじりが付与されているので、簡単な構成でありながら効果的に風向を変えかつ吹き上げて飛ばす性能を持たせることができる。
According to the present invention, even when snow blows from an oblique direction of about 45 degrees or less from parallel, the snowstorm can be carried out of the roadway in a short section to ensure visibility, and the accumulation of wind can be improved, and the inflow wind direction angle is 45 degrees. Therefore, it can be applied to snowstorms at right angles, so it can be applied to places with significant wind direction changes.
In addition, it is possible to form a barrier that crosses the road by blowing up the wind at the time of snowstorm while changing the direction of the wind, so it can cope with snowstorms blowing down from the sky and without hitting pedestrians and vehicles directly It is safe.
Furthermore, since it has both wind direction conversion and blowing performance, it can also be applied to wide roads, hardly causing snow accumulation on the road, and the wind direction blowing plate has a width on the upper surface of the wind direction blowing plate. Since the twist is applied so that one end in the direction is higher than the other end and one end in the width direction is lower than the other end, the wind direction can be effectively changed and blown up with a simple configuration It can have the performance of flying.

好適には、前記変風向吹上げ板上面は、幅方向で直線状の斜面をなしているか、または、幅方向で凹状の曲面となっている。特に後者は凹入状断面であるため土手作用と通路作用により風誘導効果がよりすぐれ、風向変換特性と吹き上げ特性を向上することができる。変風向吹上げ板のねじれは、対角線に対して対称的である場合と対角線に対して非対称的である場合のいずれも含む。 Preferably, the upper surface of the wind blowing plate has a straight slope in the width direction or a concave curved surface in the width direction. In particular, since the latter has a concave cross section, the wind induction effect is better due to the bank action and the passage action, and the wind direction conversion characteristics and the blowing characteristics can be improved. The twist of the airflow direction blowing plate includes both a case where it is symmetric with respect to the diagonal line and a case where it is asymmetrical with respect to the diagonal line.

好適には、変風向吹上げ板が2枚以上であり、各変風向吹上げ板は長手方向両端の端坂に支柱の縦溝でガイドされる突軸をそれぞれ有し、下位の変風向吹上げ板は、角度規制されるリンクにより最上段の防雪板の突軸と連結され、上位の変風向吹上げ板は下位の変風向吹上げ板の突軸につながる角度規制されるリンクにより連結され、上位の変風向吹上げ板は吊持用のロープが連結され、これの牽引により上下の変風向吹上げ板が所定角度で道路側に上向き傾斜し、上下の変風向吹上げ板間に変風向吹上げ用流路が形成されるようになっている。
これによれば、不使用時にはリンクの屈折によりコンパクトに折畳み、使用時には上下の変風向吹上げ板により、風向変換特性と吹き上げ特性を発揮させることができる。
Preferably, there are two or more wind direction blowing plates, and each wind direction blowing plate has a projecting shaft guided by a longitudinal groove of a column on each end slope in the longitudinal direction. The raising plate is connected to the projecting shaft of the uppermost snow protection plate by an angle-regulated link, and the upper wind-direction blowing plate is connected by an angle-regulated link connected to the projecting shaft of the lower wind-direction blowing plate. The upper wind direction blowing plate is connected with a suspension rope, and by pulling it, the upper and lower wind direction blowing plates are inclined upward at a predetermined angle to the road side, and change between the upper and lower wind direction blowing plates. A wind direction flow path is formed.
According to this, when not in use, it can be folded compactly by refraction of the link, and when used, the wind direction conversion characteristics and the blowing characteristics can be exhibited by the upper and lower wind direction blowing plates.

好適には、防雪板は複数枚が、板面を貫いて多数の小孔を配設した多孔板からなっている。
これによれば、板面に多数の小孔を配しているので、小孔群により良好な透視性が得られ、圧迫感や閉鎖感を緩和し、軽快な走行性をもたらすのみならず、通風により急激な風速低下を防止して視程障害を防止し、また、乱気流の発生を防止して、上部の変風向吹上げ板の働きをよくすることができる。したがって、無気孔板で飛雪を止め、有孔板で風速低下とそれによる乱流を防ぎ、視程を確保し、上段の変風向吹上げ板により吹雪を車道外に飛ばす効果が得られる。
多孔板な台形状の凹凸を断面において有していることが好ましい。これによれば、強度が高くなり、かつその凹凸を構成する面すなわち台形断面の上下傾斜面と天面にそれぞれ多数の小孔が配されているので、道路外部からの風を水平、上向き及び下向きに分散して道路側に流すことができ、防雪板を傾けずとも道路上の雪を確実に吹き払うことができる。
Preferably, the plurality of snow-preventing plates are made of a perforated plate having a large number of small holes arranged through the plate surface.
According to this, since a large number of small holes are arranged on the plate surface, good transparency can be obtained by the small hole group, not only reducing the feeling of pressure and closing, but also providing light running performance, Ventilation can prevent a sudden drop in wind speed to prevent visibility, and turbulence can be prevented to improve the function of the upper airflow direction blowing plate. Therefore, the airless plate stops the snowfall, the perforated plate prevents the wind speed and the turbulent flow, the visibility is ensured, and the effect of blowing the snowstorm out of the roadway by the upper wind blowing plate is obtained.
It is preferable to have a perforated trapezoidal unevenness in the cross section. According to this, since the strength is increased and a large number of small holes are arranged on the surface forming the unevenness, that is, the up and down inclined surface and the top surface of the trapezoidal cross section, the wind from the outside of the road is horizontally, upward and It can be distributed downward and flow to the road side, and the snow on the road can be reliably blown away without tilting the snow barrier.

以下添付図面を参照して本発明の実施例を説明する。
図1ないし図3は本発明による吹上げ式防雪柵の一実施例を示しており、1,1は基礎コンクリートにアンカーなどにより所定の間隔をおいて立設されたH形鋼や角鋼パイプなどからなる支柱で、側面にはガイド用の縦溝10,10を有している。支柱間の上部には笠木11が架設されている。
2は前記支柱1,1間に配された複数段(図面では6段)の防雪板であり、多数の孔を配設した有孔板2Aと、孔を設けない無孔板2Bからなっている。この例では上位側の複数枚(図面では4枚)を有孔板とし、下位側の数枚(図面では2枚)を無孔板としている。
Embodiments of the present invention will be described below with reference to the accompanying drawings.
1 to 3 show an embodiment of a blow-up type snow fence according to the present invention. Reference numerals 1 and 1 denote H-shaped steel and square steel pipes, etc., which are erected on a concrete foundation with anchors or the like at predetermined intervals. The guide has vertical grooves 10 and 10 on the side surface. A headboard 11 is installed on the upper part between the columns.
Reference numeral 2 denotes a plurality of (six in the drawing) snowproof plates disposed between the support columns 1 and 1, and includes a perforated plate 2A provided with a large number of holes and a non-perforated plate 2B provided with no holes. Yes. In this example, a plurality of upper plates (4 in the drawing) are perforated plates, and several lower plates (2 in the drawing) are non-porous plates.

3、3’は上空からの雪を道路外に流し出すために前記防雪板2の上に配された複数枚(図面では2枚)の変風向吹上げ板である。変風向吹上げ板3,3’と有孔板2A、無孔板2Bはリンク機構によって折畳みないし屈折可能に連結されるとともに、それぞれ長手方向両端に突軸300、200を有し、それら突軸300、200は、支柱1,1の前記縦溝10、10に上下方向摺動可能に嵌められている。 Reference numerals 3 and 3 ′ denote a plurality of (two in the drawing) variable wind direction blowing plates arranged on the snow-preventing plate 2 in order to drain snow from the sky to the outside of the road. The airflow direction blowing plates 3 and 3 'and the perforated plate 2A and the non-perforated plate 2B are connected to each other in a foldable or refractable manner by a link mechanism, and have projecting shafts 300 and 200 at both longitudinal ends, respectively. 300 and 200 are fitted in the vertical grooves 10 and 10 of the support columns 1 and 1 so as to be slidable in the vertical direction.

前記各支柱1は、道路側にそれぞれはしご4、4が固設され、側道側にはそれぞれ支台が張り出され、これに搭載したウインチ5からロープ6が繰り出され、各支柱1の上端に取り付けた滑車7を経由したロープ端部が最上位の変風向吹上げ板3あるいは最下段の防雪板2に連結され、ロープ6の引き上げにより変風向吹上げ板3と防雪板2が吊持されるようになっており、使用時に、図1と図2のように各変風向吹上げ板3,3’が道路側に所要の傾斜角度たとえば30〜60度の範囲、この例では45度の角度で上向き傾斜状にされ、それにより上下の平行傾斜の変風向吹上げ板3,3’間に、変風向・吹上げ用誘導路Zが形成され、その下方においては、すべての防雪板2が高さ方向で一直線状に垂下され、吹き止め柵として機能するようになっている。前記傾斜角度は、変風向吹上げ板の底面と水平とのなす角度である。   Each strut 1 has ladders 4 and 4 fixed on the road side, abutments are projected on the side road side, and a rope 6 is extended from a winch 5 mounted on the abutment. The end of the rope via the pulley 7 attached to the top is connected to the uppermost wind blowing plate 3 or the lower snow plate 2, and when the rope 6 is pulled up, the wind blowing plate 3 and the snow plate 2 are suspended. In use, as shown in FIG. 1 and FIG. 2, each wind direction blowing plate 3, 3 ′ is on the road side within a required inclination angle of, for example, 30 to 60 degrees, in this example 45 degrees. In this way, a guide passage Z for changing wind direction and blowing is formed between the upper and lower parallel blowing direction blowing plates 3 and 3 ′. 2 is suspended in a straight line in the height direction and functions as a blow-off fence It has become the jar. The said inclination | tilt angle is an angle which the bottom face and horizontal of a baffle direction blowing plate make.

第1実施例の各部を詳細に説明すると、変風向吹上げ板3,3’は、図4ない図6のように、長手方向両端の直角三角形ないしこれに類する形状をなした端板30,30と、亜鉛めっき鋼板、ステンレス、エンジニアリング樹脂など平滑で耐食性のある材料で帯板状に作られ前記端板30,30間に張設された面板(上面板)31を有している。
前記端板30,30は向きが反対になるように配され、幅方向端面には長手方向一端から他端に向かい漸次角度が変化した側板33,33が配され、面板31はそうした端板30,30と側板33,33の傾斜面に適合するようにねじられ、この例では、ねじれが板の対角線を境として対称的、つまり、板長手方向の両端で相似形となっている。これは、板長手方向の中心から左右等間隔の各点における断面形状が相似であることを意味する。
詳しくは、図4において、左端では幅方向後端(奥)が高く幅方向他端(手前)に向かって下向き傾斜し、それが長手方向に向って、奥側が低く手前側が高くなるように連続的に変化し、右端では、反対に幅方向後端(奥)が低く幅方向他端(手前)に向かって上向き傾斜している。31Aは対角線を境として図面上左側の部分、31Bは右側の部分である。なお、この例では下面に平らな底板32が張設され、全体として中空状断面構造となっている。
ねじり角度は風向転換角度として働く。その角度は任意であるが、通常、平均で10〜60度程度の範囲から選定すればよい。
The parts of the first embodiment will be described in detail. As shown in FIG. 4 and FIG. 6, the airflow direction blowing plates 3 and 3 ′ are right-angled triangles at both ends in the longitudinal direction or an end plate 30 having a similar shape. 30 and a face plate (upper surface plate) 31 made of a smooth and corrosion-resistant material such as a galvanized steel plate, stainless steel, and engineering resin in a strip shape and stretched between the end plates 30 and 30.
The end plates 30, 30 are arranged in opposite directions, and side plates 33, 33 whose angle gradually changes from one end in the longitudinal direction to the other end are arranged on the end surface in the width direction. , 30 and the side plates 33, 33 are twisted to fit the inclined surfaces, and in this example, the twist is symmetrical with respect to the diagonal line of the plate, that is, has a similar shape at both ends in the plate longitudinal direction. This means that the cross-sectional shapes at points equidistant from the center in the longitudinal direction of the plate are similar.
Specifically, in FIG. 4, the rear end (back) in the width direction is high at the left end, and is inclined downward toward the other end (front) in the width direction, and is continuous in the longitudinal direction so that the back side is low and the front side is high. In contrast, at the right end, the rear end (back) in the width direction is low and is inclined upward toward the other end (front) in the width direction. 31A is a left part in the drawing with a diagonal line as a boundary, and 31B is a right part. In this example, a flat bottom plate 32 is stretched on the lower surface to form a hollow cross-sectional structure as a whole.
The torsion angle acts as the wind direction turning angle. Although the angle is arbitrary, it may be selected from a range of about 10 to 60 degrees on average.

前記各端板30,30の幅方向中央には突軸300が設けられ、幅方向一端には突起301が設けられ、該突起301に帯板状の連結板8の端部を嵌めることで上下の変風向吹上げ板3、3’が連動可能となっている。
さらに突起と幅方向で反対側には傾斜状のストッパ302が固定されており、このストッパにリンクが当接することで上下の変風向吹上げ板3、3’が図3のように垂直にならず、所定の角度に保持されるようになっている。
A protruding shaft 300 is provided at the center in the width direction of each of the end plates 30, 30, and a protrusion 301 is provided at one end in the width direction. The different wind direction blowing plates 3, 3 'can be interlocked.
Further, an inclined stopper 302 is fixed on the opposite side to the protrusion in the width direction. When the link abuts against this stopper, the upper and lower airflow direction blowing plates 3 and 3 'become vertical as shown in FIG. Instead, it is held at a predetermined angle.

下位側の変風向吹上げ板3’の端板30には、図3のように突軸300にリンク9の基端が枢着されており、該リンク9Aには支点間距離調整用の長孔90が設けられており、これが上位変風向吹上げ板3における端板30のストッパ302に近い部位に設けた突起303に嵌められることで、図3と図10(b)のように使用時と収納時での状態変化が得られるようになっている。   As shown in FIG. 3, the base end of the link 9 is pivotally attached to the projecting shaft 300 on the end plate 30 of the lower wind direction blowing plate 3 '. The link 9A has a length for adjusting the distance between fulcrums. A hole 90 is provided, and this is fitted into a protrusion 303 provided in a portion near the stopper 302 of the end plate 30 in the upper airflow direction blowing plate 3, so that it can be used as shown in FIGS. 3 and 10B. And the state change at the time of storage can be obtained.

防雪板2としての有孔板2Aと無孔板2Bは平板ではなく、図7と図8のように、断面において複数の台形状凹凸部21を有しており、それら凹凸部は長手方向に連続している。そして長手方向の両端には、端板20,20が固定されており、中間には補強板22が固定されている。
有孔板2Aは、図9に一部を拡大して示すように、頂と底および斜面を含めて凹凸部21の全体に多数の小孔210が密接して配されており、したがって、小孔210は斜面の角度に応じて斜めになっている。
The perforated plate 2A and the non-perforated plate 2B as the snowproof plate 2 are not flat plates, but have a plurality of trapezoidal uneven portions 21 in the cross section as shown in FIGS. 7 and 8, and these uneven portions are in the longitudinal direction. It is continuous. End plates 20 and 20 are fixed to both ends in the longitudinal direction, and a reinforcing plate 22 is fixed to the middle.
In the perforated plate 2A, as shown in a partially enlarged view in FIG. 9, a large number of small holes 210 are closely arranged on the entire concave and convex portion 21 including the top, bottom, and inclined surface. The hole 210 is inclined according to the angle of the slope.

各端板20の幅方向中間には、前記支柱の縦溝10に嵌まる突軸200が設けられており、その突軸200にはリンク9Bが基端のリング部をもって枢着されている。
最上位の防雪板2としての有孔板2Aからのリンク9Bは斜め上方に伸び、下位の変風向吹上げ板3’の端板30のストッパ302に近い部位に設けた突起303に嵌まることで連結されている。
In the middle of each end plate 20 in the width direction, a projecting shaft 200 that fits in the vertical groove 10 of the support column is provided, and a link 9B is pivotally attached to the projecting shaft 200 with a ring portion at the base end.
The link 9B from the perforated plate 2A as the uppermost snow-preventing plate 2 extends obliquely upward and fits into a protrusion 303 provided at a portion near the stopper 302 of the end plate 30 of the lower wind-direction blowing plate 3 '. It is connected with.

次位以下の有孔板2Aと無孔板2Bも、同様に突軸にはリンク9Bが基端のリング部をもって枢着されており、また端板20の幅方向端部に設けた突起202に下位側からのリンク9Bの先端が嵌められることで連結されている。   Similarly, the perforated plate 2A and the non-perforated plate 2B below the same are also provided with a link 9B pivotally attached to the projecting shaft with a base end ring portion, and a protrusion 202 provided at the end in the width direction of the end plate 20. Are connected by fitting the tip of the link 9B from the lower side.

第1実施例の使用法と作用を説明すると、設置に当たっては、変風向吹上げ板3,3’同士をリンク9Aで連結し、下位の変風向吹上げ板3’と最上位の防雪板2としての有孔板2Aをリンク9Bで連結し、それ以下の有孔板2A同士、最下位の有孔板2Aと無孔板2Bをリンクで連結する。これにより、図10と図11のように防雪板2は多段状に畳まれ、変風向吹上げ板3、3’はその上で重なり合った状態になる。連結板8は一端をいずれかの変風向吹上げ板3、3’に連結しておき、他端はフリーにしておく。前記変風向吹上げ板3,3’は、風向にもよるが、側道側から見て、図1、図4のように、流入側である左端域では高い面が奥(道路側)にあり、流出側である右端域では高い面が手前(側道側)にあるように配置する。   The usage and action of the first embodiment will be described. In installation, the wind direction blowing plates 3, 3 'are connected to each other by a link 9A, and the lower wind direction blowing plate 3' and the uppermost snow protection plate 2 are connected. The perforated plate 2A is connected by a link 9B, and the lower perforated plates 2A, the lowest perforated plate 2A and the non-perforated plate 2B are connected by a link. Thereby, as shown in FIG. 10 and FIG. 11, the snow protection plate 2 is folded in a multi-stage shape, and the airflow direction blowing plates 3 and 3 ′ overlap each other. One end of the connecting plate 8 is connected to one of the wind blowing plates 3, 3 ', and the other end is left free. The variable wind direction blowing plates 3 and 3 ′ depend on the wind direction, but when viewed from the side road side, as shown in FIG. 1 and FIG. 4, the high surface is in the back (road side) in the left end area on the inflow side. Yes, in the right end area on the outflow side, arrange so that the high surface is in front (side road side).

次いで、前記アッセンブリーを支柱1,1間に配して両端の突軸300、300、200、200を支柱1,1の縦溝10、10に嵌め、最上位の変風向吹上げ板3の突軸部分に滑車から下るロープ6、6の端部を連結する。これでセットが終わるので、ウインチ5、5を作動してロープ6,6を牽引すれば、変風向吹上げ板3、3’同士およびそれより下の防雪板2がリンク9A,9Bを介してつながっているので一連のまま上昇し、防雪板2は水平状態から傾動して垂直状になり、上下辺が互いに干渉しあって固定される。   Next, the assembly is arranged between the columns 1 and 1, and the projecting shafts 300, 300, 200, 200 at both ends are fitted into the longitudinal grooves 10 and 10 of the columns 1, 1, and the projection of the uppermost wind direction blowing plate 3 is projected. The ends of the ropes 6 and 6 descending from the pulley are connected to the shaft portion. Now that the set is complete, if the winches 5 and 5 are actuated to pull the ropes 6 and 6, the wind direction blowing plates 3 and 3 'and the snow plate 2 below them are connected via the links 9A and 9B. Since it is connected, it rises as a series, and the snow protection plate 2 tilts from the horizontal state to become vertical, and the upper and lower sides interfere with each other and are fixed.

そして、変風向吹上げ板3は、持ち上げられるとリンク9Aの先端側部がストッパ302に当接するので垂直状にはならず、所定角度で傾斜される。下側の変風向吹上げ板3’も、最上位の有孔板2Aから延びているリンク9Bがストッパ302に当接するので垂直にはならず、所定角度で傾斜される。そこで、連結板8の他端を他方の変風向吹上げ板3(または3’)に連結し、角度を固定化する。そして、不用意に下方に落ちないよう、最上位変風向吹上げ板3の突軸300の下に相当する位置の支柱フランジ部分に、突軸の軸線と直交するように止め軸12を挿通する。これで図1ないし図3および図12に示す状態になる。なお、変風向吹上げ板3、3´は、全体が同じでなく、風下側に向かって高くなるように設定してもよい。これは、吹上げにより効果的である。   When the airflow direction blowing plate 3 is lifted, the tip side portion of the link 9A comes into contact with the stopper 302, so that it does not become vertical but is inclined at a predetermined angle. The lower airflow direction blowing plate 3 ′ is not vertical because the link 9 </ b> B extending from the uppermost perforated plate 2 </ b> A contacts the stopper 302, and is inclined at a predetermined angle. Therefore, the other end of the connecting plate 8 is connected to the other wind blowing plate 3 (or 3 ') to fix the angle. Then, the stop shaft 12 is inserted into the column flange portion at a position corresponding to the lower portion of the projecting shaft 300 of the uppermost airflow direction blowing plate 3 so as not to fall inadvertently so as to be orthogonal to the axis of the projecting shaft. . Thus, the state shown in FIGS. 1 to 3 and FIG. 12 is obtained. In addition, you may set so that the baffle direction blowing plates 3 and 3 'may not become the whole, but may become high toward a leeward side. This is more effective by blowing up.

これに代えて吊り下げ式にしてもよい。すなわち、図10や図11の状態、つまり下方で多段上に畳まれた状態にし、この状態で全体を支柱上端位置まで水平に持ち上げ、最下段の防雪板2にロープ端を連結し、最上位変風向吹上げ板3の突軸300の下に相当する位置の支柱フランジ部分に、突軸の軸線と直交するように止め軸12を挿通する。これで吊り上げ状態になるので、ウインチ5、5を作動してロープを繰り出す。これにより、防雪板2は下位のものから順次垂直状に降下して行き、最終的に図1ないし図3および図12に示す状態になる。   Instead of this, a suspension type may be used. That is, in the state shown in FIGS. 10 and 11, that is, in a state where the lower part is folded up in a multi-stage, the whole is horizontally lifted up to the upper end position of the column, and the rope end is connected to the lowermost snow protection plate 2. The stop shaft 12 is inserted through a column flange portion at a position corresponding to the bottom of the projecting shaft 300 of the airflow direction blowing plate 3 so as to be orthogonal to the axis of the projecting shaft. Since it will be in a lifting state by this, the winches 5 and 5 will be operated and a rope will be let out. Thereby, the snow-prevention board 2 descends vertically from the lower one in order, and finally becomes the state shown in FIG. 1 to FIG. 3 and FIG.

この状態においては、防雪板2の下段所要段数が無気孔板2Bからなっているので、柵風下側(道路側)への飛雪が防止され、これにより特に柵下部側の視程障害を緩和できる。また、雪面を低く飛ぶ「低い地吹雪」が道路内に流入して柵内側(道路側)に発生する吹き溜まりを防止するとともに、吹き溜まりを柵外側に留め置く効果が得られる。
防雪板2の所要段数(図面では4段)が有孔板2Aからなっているので、小孔群210を通して道路外の景色が透視され、景観がよいものとなる。吹雪が生じた場合、側道側からの風は各有孔板2Aの小孔群210を透過して道路側に流れるが、有孔板2Aが断面台形状の凹凸を有し、その凹凸面にそれぞれ小孔が配設されているため、風は水平方向、斜め上方向、斜め下方向に分散されて道路側に流れ、路面に溜まっている雪を払い出す。また、有孔板2Aが断面台形状の凹凸を有しているため強度も高くなり、強風に耐えることができる。加えて、無気孔で風上からの飛雪を防止すると、柵風下側で急激な風速低下を起こし、乱気流発生により視程障害を起こすが、通風により急激な風速低下を防止でき、視程障害を防止できる。また、乱気流発生を防止することにより、変風向吹上げ板3,3’の効果を一層確実なものにできる。
In this state, since the required number of steps below the snow barrier plate 2 is the non-porous plate 2B, snowfall to the leeward side (road side) of the fence is prevented, and this can particularly alleviate visibility problems on the lower side of the fence. . In addition, it is possible to prevent the accumulation of “low ground snowstorm” that flies low on the snow surface from flowing into the road and generating inside the fence (on the road side) and retaining the accumulation on the outside of the fence.
Since the required number of steps of the snow protection plate 2 (four steps in the drawing) is the perforated plate 2A, the scenery outside the road is seen through the small hole group 210, and the scenery is improved. When a snowstorm occurs, the wind from the side road passes through the small hole group 210 of each perforated plate 2A and flows to the road side. However, the perforated plate 2A has a trapezoidal cross section, and the uneven surface Since the small holes are respectively disposed in the wind, the wind is distributed in the horizontal direction, the diagonally upward direction, and the diagonally downward direction, flows to the road side, and discharges the snow accumulated on the road surface. Moreover, since the perforated plate 2A has a trapezoidal cross-sectional irregularity, the strength is increased and it can withstand strong winds. In addition, if snow from the windward is prevented with airless holes, a rapid wind speed drop occurs on the leeward side of the fence, and visibility is disturbed due to turbulence, but a sudden drop in wind speed can be prevented by ventilation and visibility is prevented. it can. Further, by preventing the generation of turbulent airflow, the effect of the airflow direction blowing plates 3 and 3 ′ can be further ensured.

さらに、本発明においては、防雪板2の上位に少なくとも2枚の変風向吹上げ板3,3’があり、それらが道路側に向って上向き傾斜し、しかも変風向吹上げ板3,3’が単純に板幅方向で傾斜しているのではなく、プロペラ翼のように対角線を境として対称的に捻られた面31A,31Bとなっている。面31Aの端部では奥が高くこれが流入部となり、面31Bの端部では手前が高く、道路側に向かて低くなっている。
このため防雪柵に向かって流れる風は、前記変風向吹上げ板3,3’に当たることにより、ねじりガイド作用で図14と図15(b)の実線のように風向変換され、また、同時に図13と図15(a)のように道路側の上空に吹上げられ、吹雪は吹上げられた気流に乗り放物線を描きながら、短区間で柵反対方向(道路反対路肩部)道路路外に運ばれる。また、道路上の風はバリアとなるので、図15(b)の点線で示すように上空から吹き降ろす吹雪が持ち去られ、道路上に降り注ぎにくくなる。
したがって、図26(b)のように、図26(a)の従来柵に比べて斜風に対しても視程が良好に確保され、著しく広範囲な効果を得ることができる。
また、道路側から逆方向の吹雪が発生した場合にも、気流の流れは上位の変風向吹上げ板3の上部を越える吹雪と、路面を平行に流れる吹雪の吹雪に分かれる気流となり、飛雪量は防雪柵上部に運ばれるものと、柵方向に運ばれるものとに分かれるため、防雪柵中側付近の視程が改善される。
Furthermore, in the present invention, there are at least two wind-direction blowing plates 3, 3 ′ above the snow protection plate 2, which are inclined upward toward the road, and the wind-direction blowing plates 3, 3 ′. Are not simply inclined in the plate width direction, but are surfaces 31A and 31B which are symmetrically twisted with a diagonal line as a boundary like a propeller blade. At the end of the surface 31A, the depth is high and this is the inflow portion, and at the end of the surface 31B, the front is high and is low toward the road side.
For this reason, the wind that flows toward the snow fence is applied to the wind blowing plates 3 and 3 ', so that the wind direction is changed as shown by the solid lines in FIGS. 14 and 15 (b) by the torsion guide action. As shown in Fig. 13 and Fig. 15 (a), the snowstorm is blown over the road side, and the snowstorm is carried away from the road in a short section in the opposite direction of the fence (shoulder on the opposite road) while drawing a parabola. It is. Moreover, since the wind on the road becomes a barrier, as shown by the dotted line in FIG. 15 (b), the snowstorm that blows down from the sky is carried away, making it difficult to pour onto the road.
Therefore, as shown in FIG. 26 (b), the visibility is ensured better against the slant wind as compared with the conventional fence of FIG. 26 (a), and an extremely wide range of effects can be obtained.
In addition, even when a snowstorm in the reverse direction occurs from the road side, the airflow is divided into a snowstorm that exceeds the upper part of the upper wind-up plate 3 and a snowstorm that flows parallel to the road surface. Since the amount is divided into those carried to the top of the snow fence and those carried in the direction of the fence, visibility near the inside of the snow fence is improved.

第1実施例の防雪柵を製作して、現地に設置しフィールド実験を行なった結果を示す。変風向吹上げ板は長さ3800mm、幅500mmとし、面板を水平に対してほぼ30度の角度となるように対角線に対して対称的(流入部と排出部のねじり角が同じ)にねじって張設した。
かかる変風向吹上げ板を6段の防雪板の上に、2段、水平に対して底板が45度の角度になるように設定し、支柱間隔4m、柵高4mの本発明防雪柵とし、これを幅員20m、延長方向50mの実験フィールドに延長方向に32mにわたり設置し、変風向吹上げ板を設けることによる効果を測定した。図16(a)はねじり角度の概要を示しており、基本平均角度45度に対して、風上側(流入側)角度はプラス15度(したがって60度)、風下側(流出側)角度はマイナス15度(したがって30度)である。
1)風向変換性能:風速と風向測定によれば、図16(b)に示す柵に対する流入風向角θが平行〜45度以下の斜風において、柵に対する風向変換角(防雪柵地点から路肩付近までを直線で結んだ場合の角度)βは、30〜45度であった。
2)吹上げ性能:煙法により行なった結果、吹上げ出口部において約32度で吹上げられ、道路の幅員外に運ばれた。
The result of having produced the snow fence of 1st Example, installing in the field, and performing the field experiment is shown. The airflow direction blowing plate has a length of 3800 mm and a width of 500 mm, and the face plate is twisted symmetrically with respect to the diagonal so that the angle is approximately 30 degrees with respect to the horizontal (the torsion angles of the inflow part and the discharge part are the same). Tensioned.
Such a wind blowing plate is set on the 6-level snow protection plate so that the bottom plate is at an angle of 45 degrees with respect to the horizontal, and the snow-prevention fence of the present invention has a spacing of 4 m between columns and a height of 4 m. This was installed in an experimental field with a width of 20 m and an extension direction of 50 m for 32 m in the extension direction, and the effect of providing a blow-up plate for changing wind direction was measured. FIG. 16 (a) shows an outline of the twist angle. The upwind (inflow side) angle is plus 15 degrees (and therefore 60 degrees) and the downwind (outflow side) angle is minus with respect to the basic average angle of 45 degrees. 15 degrees (and hence 30 degrees).
1) Wind direction conversion performance: According to the wind speed and wind direction measurement, the wind direction conversion angle for the fence (in the vicinity of the roadside from the snow fence position) in the slant wind whose inflow wind direction angle θ is parallel to 45 degrees or less shown in Fig. 16 (b) The angle when connecting up to a straight line) was 30 to 45 degrees.
2) Blow-up performance: As a result of the smoke method, it was blown up at about 32 degrees at the blow-out exit and carried outside the width of the road.

冬季がすぎたならば、連結板8を取り外し、ロープを繰り出すことにより全体が降下し、リンクにより図10、図11のようにコンパクトな折畳み状態にすることができる。
なお、本発明は吹上げ効果をさらに強化すべく、変風向吹上げ板を3枚以上としてもよい。
When the winter season has passed, the connecting plate 8 is removed and the rope is extended to lower the whole, and the link can be made into a compact folded state as shown in FIGS.
In addition, this invention is good also as three or more sheets of a baffle direction blowing plate in order to further strengthen a blowing effect.

図17ないし図25は本発明の第2実施例を示している。
この実施例も、第1実施例と基本的な構成は同様であるから、同じ部分に同じ符号を付し、説明は援用する。
この実施例の特徴は、変風向吹上げ板3、3´の構成であり、とりわけ面板31が直線的な傾斜でなく、凹状に湾曲していることが特徴である。
すなわち、変風向吹上げ板3,3’は、図20ない図22に示されており、長手方向両端の直角三角形ないしこれに類する形状をなした端板30,30と、亜鉛めっき鋼板、ステンレス、エンジニアリング樹脂など平滑で耐食性のある材料で帯板状に作られ前記端板30,30間に張設された面板(上面板)31を有している。31A,31Bは対角線を境とする面である。
17 to 25 show a second embodiment of the present invention.
Since the basic configuration of this embodiment is the same as that of the first embodiment, the same reference numerals are given to the same portions, and the description is incorporated.
The feature of this embodiment is the structure of the wind blowing plates 3 and 3 ', and in particular, the face plate 31 is not linearly inclined but curved in a concave shape.
In other words, the draft direction blowing plates 3 and 3 'are shown in FIG. 20 and FIG. 22, and end plates 30 and 30 having a right triangle or similar shape at both ends in the longitudinal direction, a galvanized steel plate, stainless steel, and the like. And a face plate (upper surface plate) 31 that is made of a smooth and corrosion-resistant material such as engineering resin in a strip shape and is stretched between the end plates 30 and 30. 31A and 31B are surfaces having a diagonal line as a boundary.

前記端板30,30は向きが反対になるように配され、幅方向端面には長手方向一端から他端に向かい漸次角度が変化した側板33,33が配され、面板31はそうした端板30,30と側板33,33の傾斜面に適合するようにねじられ、対角線に対して対称的な凹入面31A,31Bとなっている。ねじり角度は風向転換角度として働く。その角度は任意であるが、通常、平均で10〜50度程度の範囲から選定すればよい。
すなわち、図21のように、左端部位では幅方向後端(奥)が高く幅方向他端(手前)に向かって下向き湾曲し、それが長手方向に向って、奥側が低く手前側が高くなるように連続的に変化し、右端では、反対に幅方向後端(奥)が低く幅方向他端(手前)に向かって上向き湾曲している。
The end plates 30, 30 are arranged in opposite directions, and side plates 33, 33 whose angle gradually changes from one end in the longitudinal direction to the other end are arranged on the end surface in the width direction. , 30 and the side plates 33, 33 are twisted so as to conform to the inclined surfaces, and are recessed surfaces 31A, 31B which are symmetrical with respect to the diagonal line. The torsion angle acts as the wind direction turning angle. Although the angle is arbitrary, it may be selected from a range of about 10 to 50 degrees on average.
That is, as shown in FIG. 21, the rear end (back) in the width direction is high at the left end portion and is curved downward toward the other end (front) in the width direction, so that the rear side is low and the front side is high in the longitudinal direction. In the right end, on the contrary, the rear end (back) in the width direction is low and is curved upward toward the other end (front) in the width direction.

なお、この例では下面に平らな底板32が張設され、全体として中空状断面構造となっており、かつ、内部には長手方向に走る縦枠材35と幅方向に走る横枠材36が配され、これらに面板31と端板30,30、側板33,33および底板32が当接するように組み付けられることで、十分な強度と軽量化を実現している。 In this example, a flat bottom plate 32 is stretched on the lower surface to form a hollow cross-sectional structure as a whole, and a vertical frame member 35 that runs in the longitudinal direction and a horizontal frame member 36 that runs in the width direction are inside. As a result, the face plate 31 and the end plates 30 and 30, the side plates 33 and 33, and the bottom plate 32 are assembled so as to come into contact with each other, thereby realizing sufficient strength and weight reduction.

第2実施例の作用は基本的には第1実施例の作用と同様であるが、変風向吹上げ板3,3’が直線状の傾斜でなく、凹の曲線面となっているので、その凹入による土手作用と通路作用により風誘導効果がよりすぐれ、風向変換特性と吹き上げ特性をともに向上することができる。図23と図24は風の流れを模式的に示している。説明は第1実施例を援用する。   The operation of the second embodiment is basically the same as the operation of the first embodiment, but the airflow direction blowing plates 3, 3 'are not linearly inclined, but are concave curved surfaces. Due to the bank action and the passage action due to the recess, the wind induction effect is better, and both the wind direction conversion characteristics and the blowing characteristics can be improved. 23 and 24 schematically show the flow of wind. The description uses the first embodiment.

第2実施例の防雪柵を製作して、現地に設置しフィールド実験を行なった結果を示す。変風向吹上げ板は長さ3800mm、幅513mmとし、厚さ1.6mmの亜鉛メッキ面板を、長手方向中央でR900,両端でR2400となるように対角線に対して対称的にねじって張設した。
かかる変風向吹上げ板を6段の防雪板の上に、2段、水平に対して底板が45度の角度になるように設定(風上側角度60度、風下側角度30度、平均45度)し、支柱間隔4m、柵高4mの本発明防雪柵とし、前記第1実施例と同じように実験フィールドに32mにわたり設置し、変風向吹上げ板を設けることによる効果を測定した。図25は変風向吹上げ板のねじり角度を模式的に示しており、風上側(流入側)角度60度、風下側(流出側)角度30度、平均45度である。
The result of having produced the snow fence of 2nd Example, installing in the field, and performing the field experiment is shown. The wind blowing plate has a length of 3800 mm and a width of 513 mm, and a galvanized face plate having a thickness of 1.6 mm is twisted symmetrically with respect to the diagonal so as to be R900 at the center in the longitudinal direction and R2400 at both ends. .
This variable wind direction blowing plate is set on 6 levels of snow protection plate, 2 levels, and the bottom plate is set at an angle of 45 degrees with respect to the horizontal (windward angle 60 degrees, leeward angle 30 degrees, average 45 degrees) In the same manner as in the first embodiment, the snow fences of the present invention having a spacing of 4 m between columns and a height of 4 m were installed in the experiment field over 32 m, and the effect of providing a wind blowing plate was measured. FIG. 25 schematically shows the torsion angle of the variable wind direction blowing plate. The windward (inflow side) angle is 60 degrees, the leeward (outflow side) angle is 30 degrees, and the average is 45 degrees.

1)風向変換性能:風速と風向測定によれば、図16(b)に示すように、柵に対する流入風向角θが平行〜45度以下の斜風において、柵に対する風向変換角(防雪柵地点から路肩付近までを直線で結んだ場合の角度)βは、35〜50度であった。
2)吹上げ性能:煙法により行なった結果、吹上げ出口部にて約40度で吹上げられ、道路の幅員外に運ばれた。
3)減風効果効果:風速・風向測定の結果、風速比が0.5(50%減風)となる範囲は、柵高の6〜8倍の範囲であることが確認された。
4)道路の視程確保:視程板目視観察の結果、130m以上の視程が確保されることを確認した。
以上の結果から、第2実施例は、第1実施例よりもさらに良好な性能を有していることがわかる。
1) Wind direction conversion performance: According to the wind speed and wind direction measurement, as shown in FIG. 16 (b), the wind direction conversion angle with respect to the fence (snowproof fence point) in the oblique wind whose inflow wind direction angle θ is parallel to 45 degrees or less. The angle when connecting the straight line from the road to the vicinity of the road shoulder) β was 35 to 50 degrees.
2) Blow-up performance: As a result of the smoke method, it was blown up at about 40 degrees at the blow-out exit and carried outside the width of the road.
3) Wind reduction effect: As a result of measuring the wind speed and direction, it was confirmed that the range in which the wind speed ratio was 0.5 (50% wind reduction) was 6 to 8 times the fence height.
4) Visibility of road: As a result of visual observation of the visibility plate, it was confirmed that a visibility of 130 m or more was secured.
From the above results, it can be seen that the second example has better performance than the first example.

本発明は実施例に限定されるものではない。
1)変風向吹上げ板は、底面が平らである場合に限らず、上面31と同じようにねじれが付与されていてもよい。
2)変風向吹上げ板はねじれが板長手方向の両端で相似である場合に限定されず、板長手方向の両端で非相似であってもよい。これにはいわゆる部分的にのみねじれを付与する場合を含んでいる。
たとえば、流出部のみをねじり加工してもよく、実験によれば、平均角度(板長手方向中央部での角度。以下同じ)41.5度、風上側角度45度、風下側角度38度とした場合、風向変換は、防雪柵に対して約22度、吹上げ角度は約40度であった。
また、流入部と流出部をねじり加工するが、ねじり角度を異にさせてもよい。実験によれば、平均角度45度に対して、風上側(流入側)角度をプラス10度(55度)、風下側(流出側)角度をマイナス25度(20度)とした場合、風向変換は、防雪柵に対して約25度、吹上げ角度は約23度であった。これらの態様も、風向変換性能を持たせることができる。
3)ねじり面の凹状の曲面は完全な弧である場合のほか、図25のように直線を段階的に角度を変えたものを含んでいる。
The present invention is not limited to the examples.
1) The variable wind direction blowing plate is not limited to a flat bottom surface, and may be twisted in the same manner as the top surface 31.
2) The airflow direction blowing plate is not limited to the case where the twist is similar at both ends in the plate longitudinal direction, and may be non-similar at both ends in the plate longitudinal direction. This includes the case where a twist is imparted only partially.
For example, only the outflow portion may be twisted, and according to experiments, the average angle (angle at the center in the longitudinal direction of the plate; the same applies hereinafter) is 41.5 degrees, the windward angle is 45 degrees, and the windward angle is 38 degrees. In this case, the wind direction conversion was about 22 degrees with respect to the snow fence and the blowing angle was about 40 degrees.
Moreover, although the inflow part and the outflow part are twisted, you may make a twist angle different. According to the experiment, when the windward (inflow side) angle is plus 10 degrees (55 degrees) and the leeward (outflow side) angle is minus 25 degrees (20 degrees) with respect to the average angle of 45 degrees, the wind direction is changed. Was about 25 degrees with respect to the snow fence and the blowing angle was about 23 degrees. These aspects can also have wind direction conversion performance.
3) The concave curved surface of the torsion surface includes not only a complete arc but also a straight line whose angle is changed stepwise as shown in FIG.

本発明による斜風対応型防雪柵の第1実施例を示す正面図である。1 is a front view showing a first embodiment of a snowstorm fence according to the present invention. 図1のII−II線に沿う断面図である。It is sectional drawing which follows the II-II line | wire of FIG. 図2の部分拡大図である。FIG. 3 is a partially enlarged view of FIG. 2. 本発明における変風向吹上げ板の一例を示す斜視図である。It is a perspective view which shows an example of the baffle direction blowing plate in this invention. (a)は変風向吹上げ板の一側面図、(b)は他側面図である。(a) is one side view of a wind draft blowing plate, (b) is another side view. 変風向吹上げ板の平面図である。It is a top view of a baffle direction blowing plate. 防雪板の部分欠設正面図である。It is a partial lack front view of a snow-protection board. (a)は図7のVII−VII線に沿う断面図、(b)はVIII−VIII線に沿う断面図である。(a) is sectional drawing which follows the VII-VII line of FIG. 7, (b) is sectional drawing which follows the VIII-VIII line. 有孔板の部分拡大正面図である。It is a partial enlarged front view of a perforated plate. (a)は本発明による吹上げ式防雪柵の格納時の状態を示す斜視図、(b)はその側面図である。(a) is a perspective view which shows the state at the time of storage of the blowing-type snow fence according to this invention, (b) is the side view. 格納状態を道路側から見た状態の斜視図である。It is a perspective view of the state which looked at the storage state from the road side. 吊り上げて使用状態とした斜視図である。It is the perspective view made into the use condition by lifting. 本発明の作用を示す縦断側面図である。It is a vertical side view which shows the effect | action of this invention. 本発明の作用を示す平面図である。It is a top view which shows the effect | action of this invention. (a)は本発明の作用を模式的に示す側面図、(b)は上空からの平面図である。(A) is a side view which shows the effect | action of this invention typically, (b) is a top view from the sky. (a)は第1実施例の実験に用いた変風向吹上げ板のねじり角度概要斜視図、(b)は風向変換性能を示す平面図である。(A) is a torsion angle outline perspective view of the baffle direction blowing plate used for the experiment of 1st Example, (b) is a top view which shows a wind direction conversion performance. 本発明の第2実施例を示す斜視図である。It is a perspective view which shows 2nd Example of this invention. 第2実施例の側面図である。It is a side view of 2nd Example. 図18の部分的拡大図である。It is the elements on larger scale of FIG. 第2実施例における変風向吹上げ板の斜視図である。It is a perspective view of the baffle direction blowing plate in 2nd Example. (a)は変風向吹上げ板の右端面図、(b)は中央部の断面図、(c)は左端面図である。(A) is a right end view of the draft blowing plate, (b) is a cross-sectional view of the center portion, and (c) is a left end view. (a)は変風向吹上げ板の横断面図、(b)は縦断側面図である。(A) is a cross-sectional view of a wind draft blowing plate, (b) is a longitudinal side view. 第2実施例の作用を示す縦断側面図である。It is a vertical side view which shows the effect | action of 2nd Example. 第2実施例の作用を示す平面図である。It is a top view which shows the effect | action of 2nd Example. 第2実施例の実験に用いた変風向吹上げ板のねじり角度概要斜視図である。It is a torsion angle outline perspective view of a baffle direction blowing board used for the experiment of the 2nd example. (a)は従来の防雪柵の効果範囲を示す説明図、(b)は本発明による防雪柵の効果範囲を示す説明図である。(A) is explanatory drawing which shows the effect range of the conventional snow fence, (b) is explanatory drawing which shows the effect range of the snow fence by this invention.

符号の説明Explanation of symbols

1 支柱
2 防雪板
2A 有孔板
2B 無孔板
3、3’、3” 変風向吹上げ板
5 ウインチ
6 ロープ
9A,9B リンク
10 縦溝
21 凹凸部
31 面板
200,300 突軸
210 小孔
1 support 2 snow protection plate 2A perforated plate 2B non-perforated plate
3, 3 ', 3 "Baffle plate
5 Winch 6 Rope 9A, 9B Link 10 Vertical groove 21 Concavity and convexity 31 Face plate 200,300 Projection shaft 210 Small hole

Claims (7)

両側の支柱の間に複数の防雪板を多段状にかつ折畳み可能に設けるとともに、最上段の防雪板の上に、風向を変えかつ吹き上げて飛ばす変風向吹上げ板を数段配置してなり、前記変風向吹上げ板は上面に、幅方向の一端が他端よりも高い部分と、幅方向の一端が他端よりも低い部分を有するようにねじりが付与されていることを特徴とする斜風対応型防雪柵。 A plurality of snow protection plates are provided between the support columns on both sides so as to be foldable and foldable, and on the uppermost snow protection plate, several steps are provided for changing the wind direction and blowing up and blowing away the wind direction . The slanted wind blowing plate is provided with a twist on the upper surface so that one end in the width direction is higher than the other end and one end in the width direction is lower than the other end. Wind-resistant snow fence. 変風向吹上げ板のねじれが、板長手方向の両端で相似である請求項1に記載の斜風対応型防雪柵。   2. A snowstorm fence according to claim 1, wherein the twisting of the airflow direction blowing plate is similar at both ends in the longitudinal direction of the plate. 変風向吹上げ板のねじれが、板長手方向の両端で非相似である請求項1に記載の斜風対応型防雪柵。   The twisted wind-resistant snow fence according to claim 1, wherein twisting of the airflow direction blowing plate is dissimilar at both ends in the longitudinal direction of the plate. 変風向吹上げ板上面が幅方向で直線状の斜面をなしている請求項1ないし3のいずれかに記載の斜風対応型防雪柵。 4. A snow storm fence according to any one of claims 1 to 3, wherein the upper surface of the wind blowing plate has a straight slope in the width direction. 変風向吹上げ板上面が幅方向で凹状の曲面をなしている請求項1ないし3のいずれかに記載の斜風対応型防雪柵。 4. A snowstorm fence corresponding to a slant wind according to any one of claims 1 to 3, wherein the upper surface of the airflow direction blowing plate has a concave curved surface in the width direction. 変風向吹上げ板が2枚であり、各変風向吹上げ板は長手方向両端の端坂に支柱の縦溝でガイドされる突軸をそれぞれ有し、下位の変風向吹上げ板は、角度規制されるリンクにより最上段の防雪板の突軸と連結され、上位の変風向吹上げ板は下位の変風向吹上げ板の突軸につながる角度規制されるリンクにより連結され、上位の変風向吹上げ板は吊持用のロープが連結され、これの牽引により上下の変風向吹上げ板が所定角度で道路側に上向き傾斜し、上下の変風向吹上げ板間に変風向吹上げ用流路が形成されるようになっている請求項1に記載の斜風対応型防雪柵。 There are two wind direction blowing plates, each wind direction blowing plate has a projecting shaft guided by the longitudinal groove of the column on the end slopes at both ends in the longitudinal direction, and the lower wind direction blowing plate is an angle It is connected to the projecting shaft of the uppermost snow protection plate by the restricted link, and the upper wind direction blowing plate is connected by the angle-restricted link connected to the projecting shaft of the lower wind direction blowing plate. The lifting plate is connected with a rope for suspension, and by pulling it, the upper and lower wind direction blowing plates are inclined upward at a predetermined angle toward the road side, and the wind direction blowing air flow between the upper and lower wind direction blowing plates. The snow fence according to claim 1, wherein a road is formed. 防雪板のうち複数枚が板面を貫いて多数の小孔を配設した有孔板である請求項1または6に記載の斜風対応型防雪柵。
The snow-break fence according to claim 1 or 6, wherein a plurality of snow-preventing plates are perforated plates penetrating through the plate surface and provided with a large number of small holes.
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JP5132615B2 (en) * 2009-03-16 2013-01-30 独立行政法人防災科学技術研究所 Blowout type snow fence
JP5791413B2 (en) * 2011-07-27 2015-10-07 株式会社日本パーツセンター Snow fence
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
CN108713966A (en) * 2018-04-06 2018-10-30 江才罗布 Object is prayed through long narrow flag by the Tibetan of the anti-tree-like emulation that fractures
CN108497899A (en) * 2018-04-06 2018-09-07 江才罗布 Object is prayed through long narrow flag by the Tibetan of tree-like emulation

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7079272B2 (en) 2017-07-25 2022-06-01 アルケマ フランス (Meta) Acrylic acid ester purification method

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