JP6113473B2 - Protective fence - Google Patents

Protective fence Download PDF

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JP6113473B2
JP6113473B2 JP2012265718A JP2012265718A JP6113473B2 JP 6113473 B2 JP6113473 B2 JP 6113473B2 JP 2012265718 A JP2012265718 A JP 2012265718A JP 2012265718 A JP2012265718 A JP 2012265718A JP 6113473 B2 JP6113473 B2 JP 6113473B2
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support column
slope
fence
snow
protective fence
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JP2014109181A (en
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和廣 小関
和廣 小関
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Tokyo Rope Manufacturing Co Ltd
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Description

本発明は、斜面に設置される防護柵に関し、好適には雪崩予防に有効な防護柵に関する。   The present invention relates to a protective fence installed on a slope, and preferably relates to a protective fence effective for preventing avalanches.

この種の防護柵として、例えば、柵本体の斜面山側に転倒防止部材を備えた雪崩防護柵200がある(図4参照)。
この雪崩防護柵は、斜面S上に対して直角に設けられる柵本体201と、この柵本体201の上部及び下部に連結されて柵本体201を斜面上方から吊り下げて支える据え付け用ロープ202a,202bと、柵本体201の斜面山側に於いて、この柵本体201から最寄りの地面に向かって斜めに延設された転倒防止部材203とを有し、柵本体201を斜面山側から支えることで、斜面山側に対する柵本体201の転倒を防止している。
As this type of protective fence, for example, there is an avalanche protective fence 200 provided with a fall prevention member on the slope mountain side of the fence body (see FIG. 4).
The avalanche protection fence includes a fence main body 201 provided at a right angle with respect to the slope S, and installation ropes 202a and 202b that are connected to the upper and lower parts of the fence main body 201 and support the fence main body 201 by suspending it from above the slope. And on the slope mountain side of the fence body 201, a fall prevention member 203 extending obliquely from the fence body 201 toward the nearest ground, and supporting the fence body 201 from the slope mountain side, The fence body 201 is prevented from falling over the mountain side.

ところで、上記構造の雪崩予防柵200において、柵本体200の転倒を回避すべく斜面山側に転倒防止部材203を設けた構造では、雪の重みによって転倒防止部材203に応力が集中する。そのため、積雪の非常に多い場所ではその溶接部分にひびや亀裂が生じる可能性も考えられる。そのため設計時には、転倒防止部材そのものの剛性のみならず、積雪量といった不確定な要素をも考慮に入れた必要以上の強度設計を余儀なくされていた。   By the way, in the avalanche prevention fence 200 having the above structure, in the structure in which the fall prevention member 203 is provided on the slope mountain side to avoid the fall of the fence body 200, stress concentrates on the fall prevention member 203 due to the weight of snow. Therefore, there is a possibility that cracks and cracks may occur in the welded part in a place with a lot of snow. For this reason, at the time of designing, not only the rigidity of the fall-preventing member itself but also an unnecessarily strong design that takes into account uncertain factors such as the amount of snowfall has been forced.

また、上記構造の防護柵200によれば柵本体が斜面Sに対して直角に保持されているため雪庇が形成されやすい。すなわち、図5に示すように、本来、なだらかな自然な形で斜面に降り積もる雪(図5中点線B部分)が、直角の防護柵によって堰き止められるため、その堰き止められた雪は柵本体に沿って盛り上がる(図5中矢印A方向)。したがって、その分、柵本体の間際では、柵から離れた位置よりも積雪量が多くなり、図6に示すように柵を乗り越えて雪庇Cを形成する。
したがって、従来の防護柵では、雪庇の崩落に起因した雪崩の発生を回避すべく、柵の高さを実際の積雪量よりも高くせざるを得ず、必ずしも降雪の多い場所に適した構造とはいえなかった。
Further, according to the guard fence 200 having the above structure, the fence main body is held at a right angle to the slope S, so that a snow can easily be formed. That is, as shown in FIG. 5, since the snow (dotted line B portion in FIG. 5) that originally falls on the slope in a gentle and natural shape is dammed by a right-angle protective fence, the dammed snow is (In the direction of arrow A in FIG. 5). Accordingly, the amount of snow accumulation is greater at the border of the fence body than that at a position away from the fence, and as shown in FIG.
Therefore, with conventional protective fences, the height of the fence must be higher than the actual amount of snow in order to avoid the occurrence of avalanches due to the collapse of snowfalls. I could not say.

本発明は、上記した課題を解決するためになされたもので、雪庇の形成を抑え、積雪の多い場所でも好適に適用可能な防護柵を提供することを課題とする。   The present invention has been made to solve the above-described problems, and an object of the present invention is to provide a protective fence that can be suitably applied even in a place where there is a lot of snow while suppressing the formation of a snow ridge.

上記の課題を解決するため、本発明は、
斜面に対して固定される第1の支柱と、
この第1の支柱に対してその斜面谷側に設けられ、ほぼ鉛直方向の上方に延びる第2の支柱と、
前記第1の支柱及び前記第2の支柱により支持されるように、これらの各支柱に沿って配置された横部材と、
を備えたことを特徴とする。
In order to solve the above problems, the present invention provides:
A first support fixed to the slope;
A second column provided on the sloped valley side with respect to the first column and extending substantially upward in the vertical direction;
A transverse member disposed along each of the columns to be supported by the first column and the second column;
It is provided with.

このように構成された本発明では、第1の支柱及び第2の支柱により支持されるように、これらの各支柱に沿って横部材が配置されている。また、第1の支柱は斜面に対して設けられ、第2の支柱は第1の支柱に対してその斜面谷側でほぼ鉛直方向の上方に延びている。すわなち、防護柵の上部側は斜面に対してほぼ鉛直な面を形成する。
前記第1の支柱と斜面との角度は、90度から谷側方向へ30度まで、山側方向へ20度までの範囲とすることが好ましく、90度から谷側方向へ20度まで、山側方向へ10度までの範囲とすることがさらに好ましく、90度とすることがもっとも好ましい。
そのため、第1の支柱と第2支柱の全体は側面視で「くの字」状に形成される。このような構成とすれば、降雪時には、柵内に自然な形で雪が堆積し、柵内の積雪量が均一になり雪庇の形成が抑制される。
In this invention comprised in this way, the horizontal member is arrange | positioned along these each support | pillar so that it may be supported by the 1st support | pillar and the 2nd support | pillar. In addition, the first support column is provided with respect to the slope, and the second support column extends substantially upward in the vertical direction on the slope valley side with respect to the first support column. In other words, the upper side of the protective fence forms a surface that is almost perpendicular to the slope.
The angle between the first support column and the slope is preferably in the range of 90 degrees to 30 degrees in the valley side direction and 20 degrees in the mountain side direction, and from 90 degrees to 20 degrees in the valley side direction. More preferably, the angle is within a range of up to 10 degrees, and most preferably 90 degrees.
Therefore, the whole of the first support column and the second support column is formed in a “shape” in a side view. With such a configuration, during snowfall, the snow accumulates naturally in the fence, the amount of snow in the fence becomes uniform, and the formation of snow canopies is suppressed.

また、前記第1の支柱と第2の支柱が互いに接合され、斜面谷側への前記各支柱の転倒を防止する転倒防止部材を有する構成でもよい。   Further, the first support column and the second support column may be joined to each other, and a structure may be provided that includes a fall prevention member that prevents the fall of each of the columns to the sloped valley side.

この構成によれば、斜面谷側への各支柱の転倒を防止する転倒防止部材を有するため、柵高を超えるような積雪時にも本防護柵の転倒が阻止される。
なお、転倒防止部材の設置位置は問わないが、好ましくは、第1の支柱よりも斜面谷側に設置するとよい。
According to this structure, since it has the fall prevention member which prevents the fall of each support | pillar to the slope valley side, the fall of this protection fence is prevented also at the time of snow accumulation exceeding a fence height.
In addition, although the installation position of the fall prevention member is not ask | required, Preferably, it is good to install in the slope trough side rather than the 1st support | pillar.

また、前記転倒防止部材は、前記第2の支柱から下方に延びて前記斜面まで到達できる延在部である構成でもよい。   Moreover, the structure which is an extension part which extends below from the said 2nd support | pillar and can reach the said slope may be sufficient as the said fall prevention member.

この構成では、前記転倒防止部材が、第2の支柱の延在上に配置されるため、第2の支柱と転倒防止部材とを一部材で製作でき、その構造の簡略化を図れる。   In this configuration, since the fall prevention member is disposed on the extension of the second support column, the second support column and the fall prevention member can be manufactured as a single member, and the structure can be simplified.

また、前記第1の支柱と前記転倒防止部材とを連結する連結部材を有する構成でもよい。   Moreover, the structure which has a connection member which connects the said 1st support | pillar and the said fall prevention member may be sufficient.

この構成では、第1の支柱と前記転倒防止部材とが連結部材によって連結されているため、雪の重さに対する本防護柵の剛性を高めることができる。   In this structure, since the 1st support | pillar and the said fall prevention member are connected by the connection member, the rigidity of this protection fence with respect to the weight of snow can be improved.

また、前記連結部材は、前記斜面に平置きされる板状の部材とすることが好ましい。   Moreover, it is preferable that the said connection member is a plate-shaped member laid flat on the said slope.

この構成によれば、第1の支柱及び転倒防止部材に掛かる荷重が斜面に分散されると共に、積雪初期の雪がこの連結部材上に重くのし掛かることで、本防護柵を斜面下方に引き付けて早々にその姿勢を安定させる。   According to this configuration, the load applied to the first support column and the fall-preventing member is distributed on the slope, and the snow in the initial stage of snow accumulation is heavily applied to the connecting member, so that the protective fence is attracted downward on the slope. Immediately stabilize the posture.

また、前記横部材は、一定の間隔を有して並設された複数の部材、一体に連続しているプレート状の部材、または網状の部材のうちのいずれか一つまたは複数からなっている構成でもよい。
ここで、一定の間隔を有して並設された複数の部材とは、第1の支柱及び第2の支柱に沿って複数の部材が一定の間隔を有して配置されていることであり、複数の部材としては、板状の部材(プレート状の部材)や角材や棒状のものなどをいう。
Further, the lateral member is composed of one or more of a plurality of members arranged side by side at a constant interval, a plate-like member continuous continuously, or a net-like member. It may be configured.
Here, the plurality of members arranged in parallel with a certain interval means that the plurality of members are arranged with a certain interval along the first support column and the second support column. As the plurality of members, a plate-like member (plate-like member), a square member, a rod-like member, and the like are used.

以上、本発明によれば、柵内の積雪量が均一であるので、雪庇の形成が抑制され、またこれにより柵の高さを積雪高さと同じ適切な高さにすることができるため、積雪の多い場所にも好適に適用可能な防護柵を提供することができる。   As described above, according to the present invention, since the amount of snow in the fence is uniform, the formation of snow ridges is suppressed, and the height of the fence can thereby be set to an appropriate height equal to the height of snow. Therefore, it is possible to provide a protective fence that can be suitably applied to places with a large amount of water.

本実施の形態に示す防護柵の正面図。The front view of the protection fence shown to this Embodiment. 本実施の形態に示す防護柵の平面図。The top view of the protection fence shown to this Embodiment. 本実施の形態に示す防護柵の側面図。The side view of the protection fence shown to this Embodiment. 従来技術を示す側面図。The side view which shows a prior art. 雪庇の形成原理を示す図。The figure which shows the formation principle of a snow crab. 雪庇の形状を示す図。The figure which shows the shape of a snowfall.

以下、本発明に係る防護柵を雪崩予防の防護柵に適用した実施の形態を説明する。
本防護柵1は、斜面Sに対して、例えば直角に固定される第1の支柱20と、この第1の支柱20に対してその斜面谷側で鉛直方向の上方に延びる第2の支柱30を備える。これらの第1の支柱20と第2支柱30により、側面視で「くの字」状の部分が形成される。また、防護柵1は、これらの第1の支柱20及び第2の支柱30により支持されるように、各支柱に沿って配置された横部材40と、斜面谷側に対する各支柱20,30の転倒を防止する転倒防止部材50とを備えている。
Hereinafter, an embodiment in which the protective fence according to the present invention is applied to an avalanche-preventing protective fence will be described.
The protective fence 1 has, for example, a first support column 20 fixed at a right angle to the slope S, and a second support column 30 extending upward in the vertical direction on the slope valley side with respect to the first support column 20. Is provided. These first support column 20 and second support column 30 form a “U” shape in a side view. In addition, the protective fence 1 is supported by the first support column 20 and the second support column 30 so that the horizontal member 40 arranged along each support column and the support columns 20 and 30 with respect to the slope valley side. A fall prevention member 50 for preventing the fall is provided.

第1の支柱20及び第2の支柱30は、たとえば、亜鉛メッキが施されたH形鋼等の剛性を有する部材からなり、斜面幅方向に間隔を空けてそれぞれ一本ずつ設けられている。
始めに、第2の支柱30について説明する。第2の支柱30は、斜面Sに向かって一直線に延び、その下側約半分は転倒防止部材50として機能する。すなわち、前記転倒防止部材は、第2の支柱から鉛直方向下方に延びて前記斜面まで到達する延在部であり、本実施の形態では、第2の支柱30と転倒防止部材50とを一本の鋼材で構成されている。なお、以下の説明では、断りのない限り、この転倒防止部材50を兼ねた図2及び図3中のH形鋼材30aを第2の支柱30と称する。
The first support column 20 and the second support column 30 are made of a member having rigidity such as galvanized H-section steel, for example, and are provided one by one at intervals in the slope width direction.
First, the second support column 30 will be described. The second support column 30 extends in a straight line toward the inclined surface S, and the lower half of the second support column 30 functions as the fall prevention member 50. That is, the fall prevention member is an extending portion that extends vertically downward from the second column and reaches the slope. In the present embodiment, the second column 30 and the fall prevention member 50 are provided as a single unit. It is made of steel material. In the following description, the H-section steel material 30a in FIGS. 2 and 3 that also serves as the fall prevention member 50 is referred to as a second support column 30 unless otherwise specified.

一方、第1の支柱20は、斜面Sの下側の一部が埋設・固定され、上側が斜面S上に露出している。また、その先端部分は第2の支柱30の中間部分若しくはそれよりもやや低い位置に溶接固定されている。すなわち、第2の支柱30において、第1の支柱20が溶接固定される箇所よりも低い箇所が転倒防止部材50として機能する。
なお、好適には、第2の支柱30の高さに対してその下端から30%〜50%の範囲で第1の支柱20を連結するとよい。
On the other hand, a part of the lower side of the slope S is embedded and fixed, and the upper side of the first support column 20 is exposed on the slope S. Further, the tip portion is welded and fixed to an intermediate portion of the second support column 30 or a position slightly lower than that. That is, in the second support column 30, a position lower than the position where the first support column 20 is fixed by welding functions as the fall prevention member 50.
Preferably, the first support column 20 is connected to the height of the second support column 30 within a range of 30% to 50% from the lower end thereof.

また、第2の支柱30の下端から第1の支柱20の地表部分にかけて、連結部材である板状(そり状)の連結プレート70が溶接固定などにより設けられている。この連結プレート70は、第1の支柱20及び第2の支柱30よりも幅広で、両支柱20,30は、斜面地表部分において、この連結プレート70を介して共に連結されている。   Further, a plate-like (sled) connection plate 70 as a connection member is provided by welding and fixing from the lower end of the second support column 30 to the ground surface portion of the first support column 20. The connection plate 70 is wider than the first support column 20 and the second support column 30, and both the support columns 20 and 30 are connected together via the connection plate 70 on the slope surface portion.

また、第2の支柱30においてその斜面谷側に補強用のブレース43を組み付けた後、第1の支柱20,第2の支柱30に横部材40を組み付ける。
横部材40は、複数本の鋼管41で構成され、第1の支柱20の下方から第2の支柱30の上端に至るまで、その斜面山側から水平に且つ多段に組み付けられている。なお、図中、符号42は、鋼管41を支柱20,30に固定するためのUボルトなどの取付けボルトである。
Further, after the reinforcing brace 43 is assembled on the sloped valley side of the second support column 30, the lateral member 40 is assembled to the first support column 20 and the second support column 30.
The horizontal member 40 is composed of a plurality of steel pipes 41 and is assembled horizontally and in multiple stages from the slope mountain side from the lower side of the first support column 20 to the upper end of the second support column 30. In the figure, reference numeral 42 denotes a mounting bolt such as a U bolt for fixing the steel pipe 41 to the support columns 20 and 30.

なお、上記した本防護柵1の施工例を説明すると、まず、滑車とロープを使用した輸送装置にそりを取り付けて施工場所に資材を搬入する。続いて、柵位置の決定後、掘削機を使用した土砂部用アンカーを斜面Sに対して直角に打ち込む。また、この土砂部用アンカーに第1の支柱20の下端を差し込み、締結用のボルトを用いて第1の支柱20を固定する。次に、第2の支柱30を鉛直方向に設置した後、ブレース43を第2の支柱30,30間に組み付け、横部材40として鋼管41を、取付けボルト42を用いて第1の支柱20及び第2の支柱30に組み付け施工を終える。   The construction example of the protective fence 1 will be described. First, a sled is attached to a transportation device using a pulley and a rope, and materials are carried into the construction site. Subsequently, after determining the fence position, an earth and sand anchor using an excavator is driven at right angles to the slope S. Moreover, the lower end of the 1st support | pillar 20 is inserted in this earth and sand part anchor, and the 1st support | pillar 20 is fixed using the bolt for fastening. Next, after installing the second support column 30 in the vertical direction, the brace 43 is assembled between the second support columns 30, 30, the steel pipe 41 is used as the transverse member 40, and the first support column 20 and the mounting bolt 42 are used. The assembly work is finished on the second support column 30.

続いて、本防護柵1に対する積雪の様子を積雪初期から順に説明する。
積雪初期では、横部材40の下部側に雪が堆積する。横部材40の下部側は斜面Sに対して直角に保持されているため、斜面Sに積もった大量の雪は斜面Sに沿って広く均等に受け止められる。また、このときの雪がやがて圧密(圧塊)状態になり、この密度が高く重い雪の固まりが第1の支柱20の下方,第2の支柱30の下端や連結プレート70上に重くのし掛かり、本防護柵1を斜面下方に引き寄せて、早々にその姿勢を安定させる。
Next, the state of snow accumulation on the protective fence 1 will be described in order from the beginning of snow accumulation.
In the initial stage of snow accumulation, snow accumulates on the lower side of the transverse member 40. Since the lower side of the horizontal member 40 is held at a right angle to the slope S, a large amount of snow accumulated on the slope S is received along the slope S widely and evenly. In addition, the snow at this time eventually becomes a compacted (consolidated) state, and this dense and heavy snow mass is heavily applied to the lower side of the first support column 20, the lower end of the second support column 30 and the connection plate 70. Then, pull this protective fence 1 down the slope and quickly stabilize its posture.

また、降雪が進み、積雪高が第2の支柱30を越える高さに達すると雪庇が形成され易くなるが、本防護柵1では、第2の支柱30によって横部材40の上部側が斜面Sに対して鉛直に保持されているため、柵内にはその下部から上部にかけて自然な形で雪が堆積する。よって、柵内の積雪量が均一になり雪庇の形成が抑制される。   Further, when the snowfall progresses and the snow cover height reaches the height exceeding the second support column 30, it becomes easy to form a snow trap. However, in the present protective fence 1, the upper side of the lateral member 40 is changed to the slope S by the second support column 30. On the other hand, since it is held vertically, snow accumulates naturally in the fence from the bottom to the top. Therefore, the amount of snow in the fence becomes uniform, and the formation of snow ridges is suppressed.

また、積雪高が高くなるにつれて、本防護柵1を斜面谷側に押し倒そうとする力が強くなるが、この力は第2の支柱30の下端に設けられた転倒防止部材50によって受け止められため、第2の支柱30を超える積雪時にも本防護柵1の姿勢は安定して維持される。   Further, as the snow cover height increases, the force to push down the protective fence 1 toward the sloped valley becomes stronger, but this force is received by the fall prevention member 50 provided at the lower end of the second column 30. Therefore, the posture of the protective fence 1 is stably maintained even during snow accumulation exceeding the second support column 30.

このように本実施の形態に示す本防護柵1は、その下部から上部にかけて自然な形で雪が堆積する。このため柵内の積雪量が均一になり、雪庇が成長しづらい。よって、柵高を積雪高さと同じ適切な高さにできる。また、積雪初期の雪の重みを積極的に利用して防護柵1を早期に安定させるため、これらの相乗効果によって高い設置安定性が得られる。よって、積雪量の多い場所でもその使用が可能である。   As described above, the protective fence 1 shown in the present embodiment accumulates snow in a natural form from the lower part to the upper part. For this reason, the amount of snow in the fence is uniform, making it difficult for the snow leopard to grow. Therefore, the fence height can be set to the same appropriate height as the snow cover height. Moreover, since the protective fence 1 is stabilized early by positively using the weight of snow in the early stage of snow accumulation, high installation stability can be obtained by these synergistic effects. Therefore, it can be used even in places with a large amount of snow.

また、本防護柵1では、雪庇が形成されにくく、できづらく雪庇の除去作業も不要若しくはその頻度を減らすことができる。また、雪庇の崩落による二次災害の発生も予防でき、この点でも設置上有利である。   Further, in the present protective fence 1, it is difficult to form a snowfall, and it is difficult to remove the snowfall, or the frequency thereof can be reduced. In addition, it is possible to prevent the occurrence of a secondary disaster due to the collapse of a snow pit, which is advantageous in terms of installation.

なお、上記した実施の形態はあくまでも一例であり、その詳細は、各種仕様に応じて変更可能である。
例えば、上記した実施の形態では、横部材40として複数本の鋼管41を水平に且つ多段に組み付けたが、前記鋼管41に換えて、中実のものまたは中空のものであってもよいが、防護柵の軽量化を図る点で、中空の鋼管が好ましい。また、一体に連続しているプレート状のものとは、一枚の板(プレート)または複数の板(プレート)を間隔をあけることなく結合したものであり、さらに網状のものとはメッシュや菱形金網や繊維からなるネット状のもの等をいう。また、横部材はH型鋼も可能である。また、好ましくは、横部材である一定の間隔を有して並設された複数の部材において、最上段の部材は板状の部材を鉛直に設置したので、頂部の面積が狭く、積雪を抑制することができる。
The above-described embodiment is merely an example, and details thereof can be changed according to various specifications.
For example, in the above-described embodiment, a plurality of steel pipes 41 are assembled horizontally and in multiple stages as the transverse member 40, but instead of the steel pipe 41, a solid or hollow one may be used. A hollow steel pipe is preferable in terms of reducing the weight of the protective fence. In addition, the continuous plate-like thing is a single plate (plate) or a plurality of plates (plates) joined without a gap, and the net-like thing is a mesh or rhombus A net-like object made of wire mesh or fiber. Further, the transverse member can be H-shaped steel. In addition, preferably, in a plurality of members arranged side by side with a certain interval, which are horizontal members, since the uppermost member is a plate-like member installed vertically, the top area is narrow and snow accumulation is suppressed. can do.

また、本実施の形態では、横部材40に対してその左右に一組ずつ支柱20,30を設けたが、左右及び中央、また、中央に設けた支柱のみで横部材を支えるようにしてもよい。また、支柱の本数も4本、5本と各種仕様に合わせて変更できる。また、本実施の形態では、第1の支柱20及び第2の支柱30をH形鋼材としたが、あくまでも一例であり、その形状、材質等も選択可能である。   Further, in this embodiment, a pair of support columns 20 and 30 are provided on the left and right sides of the horizontal member 40. However, the horizontal member may be supported only by the support columns provided on the left and right and the center, or in the center. Good. Also, the number of columns can be changed according to various specifications, such as four or five. Moreover, in this Embodiment, although the 1st support | pillar 20 and the 2nd support | pillar 30 were H-shaped steel materials, it is an example to the last, The shape, material, etc. can be selected.

本実施の形態では、第2の支柱30と転倒防止部材50とを一体に設けたが、転倒防止部材50は、斜面谷側に対する第1の支柱20及び第2の支柱30の転倒を防止し得る位置に設けられていれば良く、その形状や設置位置も変更可能である。また、本実施の形態では、第1の支柱20と転倒防止部材50とをそり状の連結プレート70で連結したが、パイプ状の補強材で連結することもできる。   In the present embodiment, the second support column 30 and the overturn prevention member 50 are provided integrally, but the overturn prevention member 50 prevents the first support column 20 and the second support column 30 from falling over the sloped valley side. It only has to be provided at the position to obtain, and its shape and installation position can be changed. Moreover, in this Embodiment, although the 1st support | pillar 20 and the fall prevention member 50 were connected with the sled-shaped connection plate 70, it can also connect with a pipe-shaped reinforcement material.

本実施の形態では、第1の支柱20と第2の支柱30とを別部材で構成したが、例えば、第1の支柱20と第2の支柱30とを1本の構造体とし、その斜面谷側に別途転倒防止部材50を設けるようにしてもよい。   In the present embodiment, the first support column 20 and the second support column 30 are configured as separate members. For example, the first support column 20 and the second support column 30 are configured as one structure, and the inclined surface thereof. A fall prevention member 50 may be separately provided on the valley side.

本実施の形態では、第1の支柱20の下側を斜面Sに埋設・固定したが、斜面が硬い岩盤等でできている場合には、アンカーボルト等を用いて固定してもよい。具体的には、削岩機を用いて斜面に掘削孔を形成し、続いて、この掘削孔にアンカーボルトを挿入すると共にモルタルやコンクリート等の凝固剤を注入してアンカーボルトを定着させる。また、第1の支柱20の下端にベースプレート等を別途設け、このベースプレートを介して第1の支柱20をアンカーボルトにボルト止めする。このように第1の支柱20の固定方法は、その時々の状況に応じて適切な施工方法を採用できる。   In the present embodiment, the lower side of the first support column 20 is embedded and fixed on the slope S. However, when the slope is made of a hard rock or the like, it may be fixed using an anchor bolt or the like. Specifically, an excavation hole is formed on the slope using a rock drill, and then an anchor bolt is inserted into the excavation hole and a solidifying agent such as mortar or concrete is injected to fix the anchor bolt. In addition, a base plate or the like is separately provided at the lower end of the first support column 20, and the first support column 20 is bolted to the anchor bolt via the base plate. Thus, the fixing method of the 1st support | pillar 20 can employ | adopt an appropriate construction method according to the occasional condition.

また、本防護柵1は、上記した雪崩予防柵としての用途のみならず、土砂や砂礫、落石等の防護柵としても利用可能である。   The protective fence 1 can be used not only as an avalanche prevention fence described above but also as a protective fence for earth and sand, gravel, falling rocks and the like.

1 防護柵
20 第1の支柱
30 第2の支柱
30a H形鋼材
40 横部材
41 鋼管
42 取付けボルト
43 ブレース
50 転倒防止部材
70 連結プレート
200 雪崩防護柵
201 柵本体
202a 上部の据え付け用ロープ
202b 下部の据え付け用ロープ
203 転倒防止部材
C 雪庇
S 斜面
DESCRIPTION OF SYMBOLS 1 Protective fence 20 1st support | pillar 30 2nd support | pillar 30a H-shaped steel material 40 Horizontal member 41 Steel pipe 42 Mounting bolt 43 Brace 50 Fall prevention member 70 Connection plate 200 Avalanche protection fence 201 Rail main body 202a Upper installation rope 202b Lower part Installation rope 203 Fall prevention member C Snow fence S Slope

Claims (4)

斜面に対して固定される第1の支柱と、
この第1の支柱に対してその斜面谷側に設けられ、ほぼ鉛直方向の上方に延びる第2の支柱と、
前記第1の支柱及び前記第2の支柱により支持されるように、これらの各支柱に沿って配置された横部材と、
前記第1の支柱と第2の支柱が互いに接合され、斜面谷側への前記各支柱の転倒を防止する転倒防止部材と、
前記第1の支柱と前記転倒防止部材とを連結する連結部材と、
を備えたことを特徴とする防護柵。
A first support fixed to the slope;
A second column provided on the sloped valley side with respect to the first column and extending substantially upward in the vertical direction;
A transverse member disposed along each of the columns to be supported by the first column and the second column;
The first support column and the second support column are joined to each other, and the fall prevention member prevents the fall of each of the columns to the slope valley side,
A connecting member that connects the first support column and the fall prevention member;
A protective fence characterized by comprising
前記転倒防止部材は、前記第2の支柱から下方に延びて前記斜面まで到達する延在部であることを特徴とする請求項に記載の防護柵。 2. The protective fence according to claim 1 , wherein the fall prevention member is an extending portion that extends downward from the second support column and reaches the slope. 前記連結部材は、前記斜面に平置きされる板状の部材であることを特徴とする請求項1又は2に記載の防護柵。 The protective fence according to claim 1 or 2 , wherein the connecting member is a plate-like member placed flat on the slope. 前記横部材は、一定間隔を有して並設された複数の部材、一体に連続しているプレート状の部材、または網状の部材のうちのいずれか一つまたは複数からなっていることを特徴とする請求項1〜の何れかに記載の式防護柵。 The lateral member is composed of one or more of a plurality of members arranged side by side at a constant interval, a plate-like member that is continuous continuously, or a net-like member. The type protective fence according to any one of claims 1 to 3 .
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