JP6895618B2 - Avalanche prevention fence cornice formation prevention body and cornice formation prevention method - Google Patents

Avalanche prevention fence cornice formation prevention body and cornice formation prevention method Download PDF

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JP6895618B2
JP6895618B2 JP2018228577A JP2018228577A JP6895618B2 JP 6895618 B2 JP6895618 B2 JP 6895618B2 JP 2018228577 A JP2018228577 A JP 2018228577A JP 2018228577 A JP2018228577 A JP 2018228577A JP 6895618 B2 JP6895618 B2 JP 6895618B2
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修一 大島
修一 大島
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株式会社北洋
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本発明は、雪崩予防柵に雪庇が形成されることを防止する雪崩予防柵用雪庇形成防止体および雪庇の形成防止法に関する。 The present invention relates to a cornice formation prevention body for an avalanche prevention fence that prevents the formation of a cornice on the avalanche prevention fence, and a method for preventing the formation of a cornice.

降雪地では、道路脇等の法面における雪崩を防止するために、その中腹に雪崩予防柵が設置されている。図15に示すように、雪崩予防柵51が設置されると、降雪は地盤から梁材51Aに沿って雪崩予防柵51の上端側に向かって積雪していく。積雪が進むと、雪崩予防柵51を乗り越えて庇のように外側にせり出す雪庇52が形成される。 In snowy areas, avalanche prevention fences are installed on the hillside to prevent avalanches on slopes such as roadsides. As shown in FIG. 15, when the avalanche prevention fence 51 is installed, snowfall accumulates from the ground toward the upper end side of the avalanche prevention fence 51 along the beam member 51A. As the snowfall progresses, a cornice 52 that overtakes the avalanche prevention fence 51 and protrudes outward like an eaves is formed.

雪庇52は、成長して大きくなると自重により破断して雪塊となって転落し、雪崩を誘発する、或は道路にまで達して歩行者や通行車両等の通行を妨げるおそれがある。このような危険を回避するために、形成された雪庇52が落下する前に、雪庇52の除去作業を行う必要がある。 When the cornice 52 grows and grows, it breaks due to its own weight and falls as a snow mass, which may induce an avalanche or reach the road and obstruct the passage of pedestrians, passing vehicles, and the like. In order to avoid such a danger, it is necessary to remove the cornice 52 before the formed cornice 52 falls.

しかしながら、この除去作業は傾斜面で行うものであるから、路肩の交通規制を行った上で高所作業車等を用いることにより、或は上側にある雪崩予防柵や立木に固定したロープで体を支えながら作業員が人力で行うことから、危険を伴う。また、雪庇52の落下時期の予測は容易でなく、除去作業の効率的な実施時期を判断することが困難であることや、厳冬期には一般の除雪作業との兼ね合いで人員・車両の確保が困難な場合があることも、雪庇52の除去作業を難しくしている。そのため、雪庇52の形成そのものを防ぐ技術が提案されている(例えば、特許文献1)。 However, since this removal work is performed on an inclined surface, the body can be removed by using an aerial work platform, etc. after traffic regulation on the shoulder of the road, or by using an avalanche prevention fence or a rope fixed to a standing tree on the upper side. It is dangerous because the workers do it manually while supporting the rope. In addition, it is not easy to predict when the cornice 52 will fall, it is difficult to determine when the removal work will be carried out efficiently, and in the midwinter, securing personnel and vehicles in consideration of general snow removal work. It is also difficult to remove the cornice 52. Therefore, a technique for preventing the formation of the cornice 52 itself has been proposed (for example, Patent Document 1).

実用新案登録第3134480号公報Utility Model Registration No. 3134480

しかしながら、雪庇の形成を防止する技術については、未だ決定的なものが見出されるには至っていない。本発明はこのような未解決の問題点に鑑みなされたものであり、その目的は、雪崩予防柵に雪庇が形成されるのを効果的に防止する雪崩予防柵用雪庇形成防止体および雪庇の形成防止法を提供することにある。 However, no definitive technique has yet been found for the technology to prevent the formation of cornice. The present invention has been made in view of such unsolved problems, and an object of the present invention is to make a cornice formation preventive body for an avalanche prevention fence and a cornice for effectively preventing the formation of a cornice on the avalanche prevention fence. The purpose is to provide a formation prevention method.

(1)上述した課題を解決するために構成した請求項1に係る本発明の手段は、雪崩予防柵の上端側に設ける雪庇形成防止体であって、前記雪崩予防柵に横方向に離間して立設する複数本の連結基材からなる連結部と、該各連結基材の上端側に上方に向けて設ける支持材からなる支持部と、該支持部に横設する複数枚の冠雪防止板とからなり、該複数枚の冠雪防止板の各々は上下に離間して配置することで間隙を形成し、かつ上側の冠雪防止板に対して下側の冠雪防止板は後方に変位させたものからなる。
(2)そして、前記冠雪防止板は、前記支持部と前記連結部との間に架設した角度調整材によって傾斜角度が変位可能であるとよい。
(3)また、前記連結部は、前記雪崩予防柵に対し着脱可能であるとよい。
(4)また、前記冠雪防止板は、縦方向にスリットを形成してあるとよい。
(5)また、前記冠雪防止板は、少なくとも一部に複数の通気穴を形成してあるとよい。
(6)また、前記冠雪防止板は、アルミニウム板で構成してあるとよい。
(7)さらに、上述した課題を解決するために構成した請求項に係る本発明の手段は、傾斜地に設置する雪崩予防柵の上端側に位置して、複数枚の冠雪防止板を上下に離間し、かつ下側の該冠雪防止板は上側の冠雪防止板より後退させて配置することにより横長の間隙を形成し、前記傾斜地の山側から吹き下ろす風雪を該間隙に貫流させることで、前記雪崩予防柵の上端側に雪庇が形成されるのを防止することからなる。
(1) The means of the present invention according to claim 1 configured to solve the above-mentioned problems is a cornice formation preventing body provided on the upper end side of the avalanche prevention fence, and is laterally separated from the avalanche prevention fence. A connecting portion made of a plurality of connecting base materials to be erected, a supporting portion made of a supporting material provided upward on the upper end side of each connecting base material, and a plurality of snow caps laid horizontally on the supporting portion. prevention plate and Ri Do from each of the plurality number of sheets of crown snow prevention plate forms a gap by spaced apart vertically, and the lower side of the crown snow preventing plate against the upper side of the crown snow preventing plate It consists of a rearwardly displaced one.
(2) Then, it is preferable that the inclination angle of the snow cover prevention plate can be displaced by an angle adjusting member erected between the support portion and the connecting portion.
(3) Further, the connecting portion may be detachable from the avalanche prevention fence.
(4) Further, the snow cover prevention plate may have slits formed in the vertical direction.
(5) Further, it is preferable that the snow cover prevention plate has a plurality of ventilation holes formed at least in a part thereof.
(6) Further, the snow cover prevention plate may be made of an aluminum plate.
(7) Further, the means of the present invention according to claim 7 , which is configured to solve the above-mentioned problems, is located on the upper end side of the avalanche prevention fence installed on a slope, and a plurality of snow cap prevention plates are moved up and down. A horizontally long gap is formed by arranging the lower snow cap prevention plate so as to be retracted from the upper snow cap prevention plate, and the wind and snow blown down from the mountain side of the slope is allowed to flow through the gap. This is to prevent the formation of a cornice on the upper end side of the avalanche prevention fence.

本発明は上述の如く構成したから、下記の諸効果を奏する。
(1)雪崩予防柵の上端側に雪庇形成防止体を立設し、雪崩予防柵の屋根のように機能させるから、雪崩予防柵の支柱や梁材上への積雪を抑制し、雪庇の形成を防止できる。
(2)冠雪防止板を、支持部と連結部との間に架設した角度調整材によって傾斜角度を変位可能にしたから、法面に対する雪崩予防柵の設置角度、法面の傾斜角度、設置地域の気候等の積雪条件に応じて冠雪防止板の設置角度を変更できる。
(3)冠雪防止板の各々を上下に離間して配置することで隙間を形成し、かつ上側の冠雪防止板に対して下側の冠雪防止板を後方に変位させた雪庇形成防止体を雪崩予防柵に設けたから、雪庇形成防止体が雪崩予防柵の屋根のように機能し、かつ風雪が当該間隙を通過するよう誘導することで、雪崩予防柵上端側への積雪を抑制し、雪庇の形成を効果的に防止できる。
また、複数の冠雪防止板を離間して上下に配列する構成にしたから、冠雪防止板の谷側の表面の積雪を冠雪防止板毎に分割することで、着雪を抑制できるし、また積雪が滑動し易いため落雪作業が容易になる。
(4)連結部を雪崩予防柵に対し着脱可能にしたから、既設の雪崩予防柵についても雪庇形成防止体を設置することができる。
(5)冠雪防止板は縦方向にスリットを形成する構成にしたから、このスリットから風雪の一部を逃がすことができ、風圧に対する雪庇形成防止体の耐久性が高まる。
また、雪庇形成防止体の谷側の表面に堆積する積雪がこのスリットを境に分割された状態になるから、雪庇形成防止体への着雪を抑制できる。さらに、着雪した場合であっても、雪塊が小さいため積雪が滑動し易く、落雪作業が容易になる。
(6)冠雪防止板は少なくとも一部に通気穴を形成する構成にしたから、この通気穴から風雪を逃がすことにより、風圧に対する雪庇形成防止体の耐久性が高まる。
(7)冠雪防止板はアルミニウム板で構成したから、熱伝導率が高く、太陽熱を利用して冠雪防止板の表面に付いた雪を解かすことができるため、雪庇の形成防止に効果的である。
Since the present invention is configured as described above, it exhibits the following effects.
(1) Since a cornice formation prevention body is erected on the upper end side of the avalanche prevention fence and functions like the roof of the avalanche prevention fence, snow accumulation on the columns and beams of the avalanche prevention fence is suppressed and the cornice is formed. Can be prevented.
(2) Since the tilt angle of the snow cover plate can be displaced by the angle adjusting material erected between the support part and the connecting part, the installation angle of the avalanche prevention fence with respect to the slope, the inclination angle of the slope, and the installation The installation angle of the snow cover plate can be changed according to the snow conditions such as the local climate.
(3) Prevention of cornice formation in which a gap is formed by arranging each of the snow cap prevention plates vertically and vertically, and the lower snow cap prevention plate is displaced rearward with respect to the upper snow cap prevention plate. Since the body is installed on the avalanche prevention fence, the cornice formation prevention body functions like the roof of the avalanche prevention fence, and by guiding the wind and snow to pass through the gap, snow accumulation on the upper end side of the avalanche prevention fence is suppressed. , The formation of cornice can be effectively prevented.
In addition, since a plurality of snow cover plates are arranged one above the other at a distance, snow accretion can be suppressed by dividing the snow cover on the valley side surface of the snow cover plate for each snow cover plate. In addition, the snow accretion is easy to slide, which makes the snow fall work easier.
(4) Since the connecting portion can be attached to and detached from the avalanche prevention fence, a cornice formation prevention body can be installed on the existing avalanche prevention fence.
(5) Since the snow cover plate is configured to form a slit in the vertical direction, a part of the wind and snow can escape from the slit, and the durability of the cornice formation preventive body against the wind pressure is enhanced.
Further, since the snow accretion accumulated on the valley side surface of the cornice formation preventive body is divided at the slit as a boundary, snow accretion on the cornice formation preventive body can be suppressed. Further, even when snow accretion occurs, the snow accretion is small, so that the snow can easily slide and the snow fall work becomes easy.
(6) Since the snow cover plate is configured to form at least a part of the ventilation holes, the durability of the cornice formation prevention body against the wind pressure is enhanced by letting the wind and snow escape from the ventilation holes.
(7) Since the snow cover plate is made of an aluminum plate, it has high thermal conductivity and can use the heat of the sun to melt the snow on the surface of the snow cover plate, which is effective in preventing the formation of cornice. Is the target.

図1乃至図6は本発明の第1の実施の形態に係り、図1は雪庇形成防止体を設けた雪崩予防柵の全体構成を示す斜視図である。1 to 6 relate to the first embodiment of the present invention, and FIG. 1 is a perspective view showing an overall configuration of an avalanche prevention fence provided with a cornice formation prevention body. 雪庇形成防止体を設けた雪崩予防柵の正面図である。It is a front view of the avalanche prevention fence provided with the cornice formation prevention body. 雪庇形成防止体を設けた雪崩予防柵の背面図である。It is a rear view of the avalanche prevention fence provided with the cornice formation prevention body. 法面に設置した状態の雪崩予防柵の側面図である。It is a side view of the avalanche prevention fence installed on the slope. 図4に示す雪庇形成防止体の部分拡大図である。It is a partially enlarged view of the cornice formation prevention body shown in FIG. 変形例を示す雪崩予防柵の正面図である。It is a front view of the avalanche prevention fence which shows the deformation example. 図7乃至図12は本発明の第2の実施の形態に係り、図7は雪庇形成防止体を設けた雪崩予防柵の全体構成を示す斜視図である。7 to 12 relate to the second embodiment of the present invention, and FIG. 7 is a perspective view showing the overall configuration of an avalanche prevention fence provided with a cornice formation prevention body. 雪庇形成防止体を設けた雪崩予防柵の正面図である。It is a front view of the avalanche prevention fence provided with the cornice formation prevention body. 雪庇形成防止体を設けた雪崩予防柵の背面図である。It is a rear view of the avalanche prevention fence provided with the cornice formation prevention body. 法面に設置した状態の雪崩予防柵の側面図である。It is a side view of the avalanche prevention fence installed on the slope. 図10に示す雪庇形成防止体の部分拡大図である。It is a partially enlarged view of the cornice formation prevention body shown in FIG. 風雪の流れを模式的に示した説明図である。It is explanatory drawing which showed the flow of wind and snow schematically. 第3の実施の形態に係る雪庇形成防止体の部分拡大図である。It is a partially enlarged view of the cornice formation prevention body which concerns on 3rd Embodiment. 変形例を示す雪庇形成防止体の部分拡大図である。It is a partially enlarged view of the cornice formation prevention body which shows the deformation example. 従来の雪崩予防柵に雪庇が形成された状態を示す説明図である。It is explanatory drawing which shows the state which the cornice was formed in the conventional avalanche prevention fence.

以下、本発明の第1の実施の形態を図1乃至図6を参照しつつ詳述する。図において、1は雪崩を防止するために法面に設置する雪崩予防柵を示す。2、2、2は該雪崩予防柵1を構成するH型鋼材からなる支柱で、下端部は地盤G(図4)に埋設してある。3、3、・・・は該支柱2、2、2間に上下方向に離間して横架した鋼管からなる梁材で、図示しないUボルトとナットにより支柱2、2、2に締着してある。雪崩予防柵1の幅・高さは、設置する法面や地域の状況に合わせて適宜変更するとよい。 Hereinafter, the first embodiment of the present invention will be described in detail with reference to FIGS. 1 to 6. In the figure, 1 indicates an avalanche prevention fence installed on a slope to prevent an avalanche. Reference numerals 2, 2 and 2 are columns made of H-shaped steel material constituting the avalanche prevention fence 1, and the lower end thereof is embedded in the ground G (FIG. 4). 3, 3, ... Are beam members made of steel pipes laid vertically separated between the columns 2, 2 and 2, and are fastened to the columns 2, 2 and 2 with U bolts and nuts (not shown). There is. The width and height of the avalanche prevention fence 1 may be changed as appropriate according to the slope to be installed and the local conditions.

4は雪崩予防柵1の上端側に立設した雪庇形成防止体である。5は該雪庇形成防止体4を構成する連結部で、該連結部5は長さ約620mmのL字鋼材からなる複数の連結基材5A、5A・・・を横方向に離間して上側2本の梁材3、3にUボルト9、9、・・・とナット(図示しない)で締結することにより縦立して構成してある。6は雪庇形成防止体4を構成する支持部で、該支持部6は連結部5の連結基材5A、5A、・・・の上端部から上方に向かって一体に延伸する長さ約600mmのL字鋼材からなる複数の支持材6A、6A、・・・で構成してある。 Reference numeral 4 denotes a cornice formation prevention body erected on the upper end side of the avalanche prevention fence 1. Reference numeral 5 denotes a connecting portion constituting the cornice formation preventing body 4. The connecting portion 5 is a plurality of connecting base materials 5A, 5A, ... Made of an L-shaped steel material having a length of about 620 mm, separated from each other in the lateral direction, and upper 2 It is configured vertically by fastening U bolts 9, 9, ... To the beam members 3 and 3 of the book with nuts (not shown). Reference numeral 6 denotes a support portion constituting the cornice formation preventive body 4, which has a length of about 600 mm and extends upward from the upper end portions of the connecting base materials 5A, 5A, ... Of the connecting portion 5. It is composed of a plurality of support members 6A, 6A, ... Made of L-shaped steel material.

7は雪庇形成防止体4を構成する冠雪防止板で、該冠雪防止板7は横長長方形のアルミニウム平板で形成してある。該冠雪防止板7は、背面に溶接した上下一対のL字状のリブ7A、7A、・・・をボルト7B、7B・・・とナットで支持材6A、6A、・・・に締着することにより支持部6に横設してある。 Reference numeral 7 denotes a snow cover plate that constitutes the cornice formation prevention body 4, and the snow cover plate 7 is formed of a horizontally long rectangular aluminum flat plate. The snow cover plate 7 fastens a pair of upper and lower L-shaped ribs 7A, 7A, ... Welded to the back surface to support members 6A, 6A, ... With bolts 7B, 7B .... By doing so, it is horizontally installed on the support portion 6.

8、8、・・・は雪庇形成防止体4を構成し、連結部5と支持部6との間に架設した丸鋼からなる補強ロッドである。該補強ロッド8、8、・・・は、上下の端部を連結基材5A、5A、・・・、支持材6A、6A、・・・にそれぞれ溶接してある。 8, 8, ... Are reinforcing rods made of round steel that constitute the cornice formation preventing body 4 and are erected between the connecting portion 5 and the supporting portion 6. The upper and lower ends of the reinforcing rods 8, 8, ... Are welded to the connecting base materials 5A, 5A, ..., The support members 6A, 6A, ..., respectively.

本実施の形態に係る雪庇形成防止体4は上述の構成からなるが、次にその作用・効果について説明する。前述のとおり、本来であれば、傾斜した地盤Gに設置した雪崩予防柵1には積雪によってその上端側に雪庇が形成されるが、本実施の形態では雪崩予防柵1の上端側に雪庇形成防止体4を立設したから、これが雪崩予防柵1の屋根のように機能して、雪崩予防柵1の支柱2や梁材3上への積雪を抑制し、雪庇の形成を防止できる。 The cornice formation preventive body 4 according to the present embodiment has the above-described configuration, and its actions and effects will be described next. As described above, normally, the avalanche prevention fence 1 installed on the sloping ground G has a cornice formed on the upper end side of the avalanche prevention fence 1 due to snow accumulation, but in the present embodiment, a cornice is formed on the upper end side of the avalanche prevention fence 1. Since the prevention body 4 is erected, it functions like the roof of the avalanche prevention fence 1, suppresses the accumulation of snow on the columns 2 and the beam material 3 of the avalanche prevention fence 1, and can prevent the formation of cornice.

また、連結部5を雪崩予防柵1に対して着脱可能にしたから、新たに設置する雪崩予防柵だけでなく、既設の雪崩予防柵についても雪庇形成防止体4を設置することができる。 Further, since the connecting portion 5 is made detachable from the avalanche prevention fence 1, the cornice formation prevention body 4 can be installed not only on the newly installed avalanche prevention fence but also on the existing avalanche prevention fence.

さらに、冠雪防止板7は熱伝導率が高いアルミニウム板で構成したから、太陽熱を利用して冠雪防止板7の表面に付いた雪を解かすことができるため、雪庇の形成防止に効果的に寄与する。 Further, since the snow cover plate 7 is made of an aluminum plate having high thermal conductivity, the snow attached to the surface of the snow cover plate 7 can be melted by using the solar heat, which is effective in preventing the formation of a cornice. Contribute to

なお、雪崩予防柵1の山側への積雪量は、法面に対する雪崩予防柵1の設置角度、法面の傾斜角度、設置地域の気候等の条件により異なるため、連結部5に対する支持部6の傾斜角度はこれらの積雪条件に応じて設定するとよい。より詳しくは、この傾斜角度は、目安として、水平面に対して冠雪防止板7が約60度〜70度の範囲内で傾斜する設定にすることが望ましい。 Since the amount of snow accumulated on the mountain side of the avalanche prevention fence 1 differs depending on the conditions such as the installation angle of the avalanche prevention fence 1 with respect to the slope, the inclination angle of the slope, and the climate of the installation area, the support portion 6 with respect to the connecting portion 5 The inclination angle may be set according to these snow conditions. More specifically, it is desirable that the inclination angle is set so that the snow cover plate 7 inclines within a range of about 60 degrees to 70 degrees with respect to the horizontal plane as a guide.

なお、本実施の形態の変形例として、図6に示すように、冠雪防止板7に縦方向のスリット7C、7C、7Cを設けてもよい。このスリット7Cから風雪の一部を逃がすことにより、風圧に対する雪庇形成防止体4の耐久性が高まる。また、雪庇形成防止体4の谷側の表面に堆積する積雪がこのスリット7Cを境に分割された状態になるから、雪庇形成防止体4への着雪を抑制できる。さらに、着雪した場合であっても、雪塊が小さいため積雪が滑動し易く、落雪作業が容易になる。なお、スリット7Cの数はこれに限られず、設置地域の条件に応じて適宜変更が可能である。 As a modification of the present embodiment, as shown in FIG. 6, the snow cover plate 7 may be provided with vertical slits 7C, 7C, 7C. By letting a part of the wind and snow escape from the slit 7C, the durability of the cornice formation preventing body 4 against the wind pressure is enhanced. Further, since the snow accumulated on the valley side surface of the cornice formation preventive body 4 is divided at the slit 7C as a boundary, snow accretion on the cornice formation preventive body 4 can be suppressed. Further, even when snow accretion occurs, the snow accretion is small, so that the snow can easily slide and the snow fall work becomes easy. The number of slits 7C is not limited to this, and can be appropriately changed according to the conditions of the installation area.

また、第1の実施の形態の変形例として、冠雪防止板7の少なくとも一部を多孔板により構成してもよい。この多孔板の通気穴から風雪の一部を逃がすことができるから、風圧に対する雪庇形成防止体4の耐久性が高まる。なお、第2の実施の形態のように冠雪防止板26を複数用いる場合には、必ずしもすべての冠雪防止板26を多孔板により構成する必要はなく、少なくともその一部を多孔板にしてもよい。 Further, as a modification of the first embodiment, at least a part of the snow cover plate 7 may be formed of a perforated plate. Since a part of the wind and snow can escape from the ventilation holes of the perforated plate, the durability of the cornice formation preventive body 4 against the wind pressure is enhanced. When a plurality of snow cap prevention plates 26 are used as in the second embodiment, it is not always necessary that all the snow cap prevention plates 26 are made of perforated plates, and at least a part of them is made of perforated plates. May be good.

更に、他の変形例として、実施の形態では、冠雪防止板はアルミニウム板を用いたが、これに限定されず、熱伝導率が良好な材料を用いて同様の効果を奏することが可能である。なお、当然ながら、本実施の形態や変形例は、冠雪防止板の材質としてこのような熱伝導率が良好なものに限定することを意味するものではなく、冠雪防止板には、熱伝導率に依らず種々の材質の材料を採用し得る。 Further, as another modification, in the embodiment, an aluminum plate is used as the snow cover plate, but the same effect can be obtained by using a material having good thermal conductivity without being limited to this. is there. As a matter of course, the present embodiment and the modified examples do not mean that the material of the snow cover plate is limited to such a material having good thermal conductivity, and the snow cover plate is provided with heat. Various materials can be adopted regardless of the conductivity.

ついで、本発明の第2の実施の形態を図7乃至図12を参照しつつ詳述する。なお、以下に説明する実施の形態、変形例において、第1の実施の形態の構成要素と同一の構成要素には同一の符号を付して援用し、その説明は省略する。 Next, a second embodiment of the present invention will be described in detail with reference to FIGS. 7 to 12. In the embodiments and modifications described below, the same components as those of the first embodiment are designated by the same reference numerals, and the description thereof will be omitted.

本実施の形態においては、第1の実施の形態と異なり、雪庇形成防止体21の連結部22と支持部23とが別体で構成してあり、支持部23の複数の支持材23A、23A、・・・は長さ約1,220mmのL字鋼材からなり、連結部22の連結基材22A、22A、・・・の上端部それぞれに回動可能に軸着してある。 In the present embodiment, unlike the first embodiment, the connecting portion 22 and the supporting portion 23 of the cornice formation preventing body 21 are formed as separate bodies, and the plurality of supporting members 23A, 23A of the supporting portion 23 are formed separately. , ... Are made of an L-shaped steel material having a length of about 1,220 mm, and are rotatably attached to the upper ends of the connecting base materials 22A, 22A, ... Of the connecting portion 22.

該連結部22と支持部23との間には、雪庇形成防止体21を構成するL字鋼からなる角度調整材24、24、・・・が架設してある。詳細には、連結基材22A、22A・・・および支持材23A、23A、・・・それぞれの側面には、角度調整穴22Bと23Bが複数穿設してあり、角度調整材24、24、・・・は、上下の端部24A、24Bそれぞれを該角度調整穴22B、23Bに図示しないボルトとナットで締着してある。 Angle adjusting members 24, 24, ... Made of L-shaped steel constituting the cornice formation preventing body 21 are erected between the connecting portion 22 and the supporting portion 23. Specifically, the connecting base materials 22A, 22A ... And the support members 23A, 23A ... Are provided with a plurality of angle adjusting holes 22B and 23B on the side surfaces thereof, and the angle adjusting members 24, 24, ... Is fastened to the angle adjusting holes 22B and 23B with bolts and nuts (not shown) at the upper and lower ends 24A and 24B, respectively.

支持部23には、3枚の冠雪防止板26、26、26がリブ26A、26A、・・・を介して横設してあり、その各々を上下に離間して配置することにより20mm程の隙間Xを形成してある。さらに、下側のボルト26Bには支持材23Aとの間に複数個のスペーサ26Cを環装し、冠雪防止板26、26、26はいずれも若干上向きに傾斜させることにより、上側の冠雪防止板26に対して下側に位置する冠雪防止板26の上端側が後方(支持材23Aに近接する方向)に変位した状態にしてあり、上側の冠雪防止板26の下端部26Eと下側の冠雪防止板26の上端部26Dとの間に20mm程の間隙Yを形成してある。 Three snow cover plates 26, 26, 26 are horizontally provided on the support portion 23 via ribs 26A, 26A, ..., And by arranging each of them vertically and vertically, about 20 mm. A gap X is formed. Further, the lower bolt 26B is ringed with a plurality of spacers 26C between the support member 23A, and the snow cover plates 26, 26, and 26 are all slightly inclined upward to cover the upper side of the snow. The upper end side of the snow cover plate 26 located on the lower side of the prevention plate 26 is displaced rearward (in the direction closer to the support member 23A), and the lower end portion 26E and the lower portion of the upper snow cover plate 26 are located below. A gap Y of about 20 mm is formed between the upper end portion 26D of the snow cover plate 26 on the side.

なお、上下の冠雪防止板26、26、26を支持する支持材23A、23A、・・・同士を全ネジボルト27、27、・・・を用いて連結し、風圧による雪庇形成防止体21の捩じれを防止してある。また、角度調整材24、24、・・・の間には適宜ブレース25、25、・・・を筋交い状に張設して、雪庇形成防止体21に強度性を持たせてある。 The support members 23A, 23A, ... That support the upper and lower snow cover plates 26, 26, 26 are connected to each other using all screw bolts 27, 27, ..., And the cornice formation prevention body 21 due to wind pressure is connected. It prevents twisting. Further, braces 25, 25, ... Are appropriately stretched between the angle adjusting members 24, 24, ... In a bracing manner to give the cornice formation preventive body 21 strength.

本実施の形態に係る雪庇形成防止体21は上述の構成からなるが、次にその作用・効果について説明する。本実施の形態においては、複数の冠雪防止板26、26、26を間隙X、Yを形成するように設置し、図12に示すように風雪Fが該間隙X、Yを通過するよう誘導するから、雪崩予防柵1の支柱2や梁材3上への積雪を抑制することができるので、さらに効果的に雪庇の形成を防止できる。 The cornice formation preventive body 21 according to the present embodiment has the above-described configuration, and its actions and effects will be described next. In the present embodiment, a plurality of snow cap prevention plates 26, 26, 26 are installed so as to form gaps X and Y, and as shown in FIG. 12, the wind and snow F is guided to pass through the gaps X and Y. Therefore, it is possible to suppress the accumulation of snow on the columns 2 and the beam members 3 of the avalanche prevention fence 1, so that the formation of cornice can be prevented more effectively.

また、複数の冠雪防止板26、26、26を離間して上下に配列して風を受ける構成にしたから、雪庇形成防止体21の谷側の表面に堆積する積雪が冠雪防止板26、26、26毎に分割された状態となり、着雪を抑制できる。また、着雪した場合であっても、雪塊が小さいため積雪が滑動し易く、落雪作業が容易になる。 Further, since the plurality of snow cover plates 26, 26, 26 are arranged vertically at intervals to receive the wind, the snow accretion accumulated on the valley side surface of the cornice formation prevention body 21 is the snow cover plate 26. , 26, 26 is divided into each, and snow accretion can be suppressed. Further, even when snow accretion occurs, the snow accretion is small, so that the snow can easily slide and the snow fall work becomes easy.

さらに、角度調整穴22B、23Bは複数穿設してあるから、使用する角度調整穴22B、23Bを変えることで、雪崩予防柵の設置箇所の積雪条件に応じて連結部22に対する支持部23の傾斜角度を調整することができる。 Further, since a plurality of angle adjusting holes 22B and 23B are bored, by changing the angle adjusting holes 22B and 23B to be used, the support portion 23 with respect to the connecting portion 22 can be provided according to the snow accumulation conditions at the avalanche prevention fence installation location. The tilt angle can be adjusted.

なお、第2の実施の形態において、冠雪防止板26、26、26を傾斜させるためにスペーサ26Cを用いたが、変形例として、上下のリブ26A、26Aに寸法差を設けることで傾斜をつけてもよい。 In the second embodiment, the spacer 26C was used to incline the snow cover plates 26, 26, 26, but as a modification, the upper and lower ribs 26A, 26A are inclined by providing a dimensional difference. You may attach it.

第2の実施の形態では、角度調整材24は角度調整穴22B、23Bを用いて上下それぞれの端部を変位可能にして、支持部23と連結部22の傾斜角度を調整できる構成にしたが、変形例として、いずれか一端部を回動可能に軸支し、他端部を角度調整穴22Bまたは23Bを用いて変位可能にする構成にしてもよい。また、角度調整材24を伸縮固定できる構成にして、角度調整を行ってもよい。 In the second embodiment, the angle adjusting member 24 is configured to be able to adjust the inclination angle of the support portion 23 and the connecting portion 22 by making the upper and lower ends displaceable by using the angle adjusting holes 22B and 23B. As a modification, one end of the shaft may be rotatably supported and the other end may be displaceable by using the angle adjusting holes 22B or 23B. Further, the angle adjusting member 24 may be configured to be stretchable and fixed so that the angle can be adjusted.

第2の実施の形態において冠雪防止板26の数は3枚にしたが、これに限られず、雪崩予防柵の寸法や、設置地域の気候等の積雪条件に応じて適宜変更が可能である。また、冠雪防止板26、26、26間の間隙X、Yはいずれも20mm程度に設定したが、これに限られず、雪崩予防柵の寸法や、設置地域の気候等の積雪条件に応じて適宜変更が可能である。 In the second embodiment, the number of snow cap 26 is set to three, but the number is not limited to this, and can be appropriately changed according to the dimensions of the avalanche prevention fence and the snow conditions such as the climate of the installation area. .. The gaps X and Y between the snow cover plates 26, 26, and 26 are all set to about 20 mm, but this is not limited to this, depending on the dimensions of the avalanche prevention fence and the snow conditions such as the climate of the installation area. It can be changed as appropriate.

ついで、本発明の第3の実施の形態を図13を参照しつつ詳述する。
本実施の形態の雪庇形成防止体31は、第2の実施の形態と比較して、冠雪防止板32、32、・・・の構成が相違する。詳しくは、上段の冠雪防止板32は、背面に溶接した高さの等しい上下一対のL字状のリブ32A、32Aをボルト26B、26Bとナットで支持材23A、23A、・・・に締着することにより、支持部23に対して平行な状態で横設してある。さらに、上段の冠雪防止板32のリブ32A、32Aに対して中段の冠雪防止板32のリブ32B、32Bの長さを短く設定し、中段の冠雪防止板32のリブ32B、32Bに対して下段の冠雪防止板32のリブ32C、32Cの長さを短く設定して、中段・下段の冠雪防止板32、32を支持部23に横設してあるから、冠雪防止板32、32、・・・は下方に行くに従って後方(支持材23Aに近接する方向)に変位し、階段状に設置してある。
Next, a third embodiment of the present invention will be described in detail with reference to FIG.
The structure of the cornice prevention plates 32, 32, ... Is different from that of the second embodiment of the cornice formation preventing body 31 of the present embodiment. Specifically, the upper snow cover plate 32 is welded to the back surface, and a pair of upper and lower L-shaped ribs 32A, 32A having the same height are fastened to the support members 23A, 23A, ... With bolts 26B, 26B and nuts. By wearing it, it is laid horizontally in a state parallel to the support portion 23. Further, the lengths of the ribs 32B and 32B of the middle snow prevention plate 32 are set shorter than the ribs 32A and 32A of the upper snow prevention plate 32, and the ribs 32B and 32B of the middle snow prevention plate 32 are set. On the other hand, the lengths of the ribs 32C and 32C of the lower snow cover plate 32 are set short, and the middle and lower snow cover plates 32 and 32 are horizontally provided on the support portion 23. 32, 32, ... Are displaced rearward (in the direction closer to the support member 23A) as they go downward, and are installed in a staircase pattern.

本実施の形態に係る雪庇形成防止体31は上述の構成からなるが、次にその作用・効果について説明する。本実施の形態では、支持部23への取り付けに際して、3枚の冠雪防止板32、32、32に傾斜を付ける必要がなく、また第2の実施の形態のスペーサ26Cのような部品が不要で部品数が少なく済むから、施工が容易である。 The cornice formation preventive body 31 according to the present embodiment has the above-described configuration, and its actions and effects will be described next. In the present embodiment, it is not necessary to incline the three snow cover plates 32, 32, 32 when attaching to the support portion 23, and a component such as the spacer 26C of the second embodiment is unnecessary. Since the number of parts is small, construction is easy.

なお、本実施の形態の変形例として、冠雪防止板36、36、36をリブ32A、32B、32Cを用いずに直接支持部23に固定してもよい。具体的には、図14に示すように、本変形例に係る冠雪防止板36、36、36は上下の縁部36A、36Bを内側に向かって断面コ字状に折り曲げてあり、該上下縁部36A、36Bをボルト36Cとナットを用いて支持材23Aに締着してある。この構成によれば、冠雪防止板36を支持部23に直接固定できるため、雪庇形成防止体31の強度がより高まる。 As a modification of the present embodiment, the snow cover plates 36, 36, 36 may be directly fixed to the support portion 23 without using the ribs 32A, 32B, 32C. Specifically, as shown in FIG. 14, the snow-covered prevention plates 36, 36, 36 according to this modified example have upper and lower edge portions 36A, 36B bent inward in a U-shaped cross section, and the upper and lower edges 36, 36, 36 are bent inward. The edges 36A and 36B are fastened to the support member 23A using bolts 36C and nuts. According to this configuration, the snow cover plate 36 can be directly fixed to the support portion 23, so that the strength of the cornice formation prevention body 31 is further increased.

また、本実施の形態では雪庇形成防止体31はUボルト9を用いて雪崩予防柵1と連結したが、変形例として他の連結方法を用いてもよい。すなわち、連結部38を構成する一対の連結基材38Aの一方の縁部に、補強壁面38Bを設けた上下一対のL型のブラケット38Bの一端側を溶接し、その他端側に他方の連結基材38Aをボルト38Cとナットによって着脱可能に締着してある。 Further, in the present embodiment, the cornice formation preventing body 31 is connected to the avalanche prevention fence 1 by using the U bolt 9, but another connecting method may be used as a modification. That is, one end side of a pair of upper and lower L-shaped brackets 38B provided with the reinforcing wall surface 38B 1 is welded to one edge of the pair of connecting base materials 38A constituting the connecting portion 38, and the other end side is connected to the other end side. The base material 38A is detachably fastened with bolts 38C and nuts.

雪庇形成防止体31と雪崩予防柵1の連結は、一対のブラケット38B、38Bの間に雪崩予防柵1の上端側の2本の梁材3、3が収まるように雪庇形成防止体31を載置し、他方の連結基材38Aをブラケット38Bに締着固定することにより行う。既設の雪崩予防柵1では横設してある梁材3、3の間隔が統一されておらず個体差があるが、この連結方法によれば、雪庇形成防止体31は間隔の異なる種々の雪崩予防柵1に対応することができる。 To connect the cornice formation prevention body 31 and the avalanche prevention fence 1, the cornice formation prevention body 31 is placed between the pair of brackets 38B and 38B so that the two beam members 3 and 3 on the upper end side of the avalanche prevention fence 1 fit. This is done by placing and fastening the other connecting base material 38A to the bracket 38B. In the existing avalanche prevention fence 1, the intervals between the horizontally installed beam members 3 and 3 are not unified and there are individual differences. However, according to this connection method, the cornice formation prevention body 31 has various avalanches with different intervals. It can correspond to the preventive fence 1.

なお、上述した実施の形態および変形例の任意の組み合わせもまた本発明の実施の形態として有用である。組み合わせによって生じる新たな実施の形態は、組み合わされる実施の形態および変形例それぞれの効果をあわせもつ。 Any combination of the above-described embodiments and modifications is also useful as an embodiment of the present invention. The new embodiments resulting from the combination have the effects of the combined embodiments and variants.

1 雪崩予防柵
4 雪庇形成防止体
5 連結部
5A 連結基材
6 支持部
6A 支持材
7 冠雪防止板

1 Avalanche prevention fence 4 Snow cornice formation prevention body 5 Connecting part 5A Connecting base material 6 Supporting part 6A Supporting material 7 Snow capping prevention plate

Claims (7)

雪崩予防柵の上端側に設ける雪庇形成防止体であって、前記雪崩予防柵に横方向に離間して立設する複数本の連結基材からなる連結部と、該各連結基材の上端側に上方に向けて設ける支持材からなる支持部と、該支持部に横設する複数枚の冠雪防止板とからなり、該複数枚の冠雪防止板の各々は上下に離間して配置することで間隙を形成し、かつ上側の冠雪防止板に対して下側の冠雪防止板は後方に変位させてあることを特徴とする雪崩予防柵用雪庇形成防止体。 A cornice formation preventive body provided on the upper end side of the avalanche prevention fence, the connecting portion composed of a plurality of connecting base materials erected laterally apart from the avalanche prevention fence, and the upper end side of each connecting base material. arranged a supporting portion composed of a support material provided upward, Ri Do and a plurality of crown snow preventing plate to the lateral set to the support portion, each of the plurality number of sheets of crown snow preventing plate spaced vertically in avalanche prevention fence for cornice formation preventing body below the crown snow preventing plate, wherein Rukoto Oh is displaced rearward with respect to form a gap, and upper crown snow preventing plate by. 前記冠雪防止板は、前記支持部と前記連結部との間に架設した角度調整材によって傾斜角度が変位可能であることを特徴とする請求項1記載の雪崩予防柵用雪庇形成防止体。 The snow cornice formation prevention body for an avalanche prevention fence according to claim 1, wherein the snow cover plate can be displaced at an inclination angle by an angle adjusting member erected between the support portion and the connection portion. 前記連結部は、前記雪崩予防柵に対し着脱可能であることを特徴とする請求項1記載の雪崩予防柵用雪庇形成防止体。 The cornice formation preventive body for an avalanche prevention fence according to claim 1, wherein the connecting portion is removable from the avalanche prevention fence. 前記冠雪防止板は、縦方向にスリットを形成してあることを特徴とする請求項1記載の雪崩予防柵用雪庇形成防止体。 The snow cornice formation prevention body for an avalanche prevention fence according to claim 1, wherein the snow cover plate has slits formed in the vertical direction. 前記冠雪防止板は、少なくとも一部に複数の通気穴を形成してあることを特徴とする請求項1記載の雪崩予防柵用雪庇形成防止体。 The snow cornice formation prevention body for an avalanche prevention fence according to claim 1, wherein the snow cover plate has a plurality of ventilation holes formed at least in a part thereof. 前記冠雪防止板は、アルミニウム板で構成してあることを特徴とする請求項1記載の雪崩予防柵用雪庇形成防止体。 The snow cornice formation prevention body for an avalanche prevention fence according to claim 1, wherein the snow cover plate is made of an aluminum plate. 傾斜地に設置する雪崩予防柵の上端側に位置して、複数枚の冠雪防止板を上下に離間し、かつ下側の該冠雪防止板は上側の冠雪防止板より後退させて配置することにより横長の間隙を形成し、前記傾斜地の山側から吹き下ろす風雪を該間隙に貫流させることで、前記雪崩予防柵の上端側に雪庇が形成されるのを防止するようにした雪庇の形成防止法。 Located on the upper end side of the avalanche prevention fence to be installed on a slope, a plurality of snow cap prevention plates are vertically separated from each other, and the lower snow cap prevention plate is placed retracted from the upper snow cap prevention plate. As a result, a horizontally long gap is formed, and the wind and snow blown down from the mountain side of the slope are allowed to flow through the gap to prevent the formation of a cornice on the upper end side of the avalanche prevention fence. Law.
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