JP6755449B1 - Avalanche prevention fence - Google Patents

Avalanche prevention fence Download PDF

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JP6755449B1
JP6755449B1 JP2020026026A JP2020026026A JP6755449B1 JP 6755449 B1 JP6755449 B1 JP 6755449B1 JP 2020026026 A JP2020026026 A JP 2020026026A JP 2020026026 A JP2020026026 A JP 2020026026A JP 6755449 B1 JP6755449 B1 JP 6755449B1
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support
slope
fence
anchor
support leg
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学 土居
学 土居
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アビエンジニアリング株式会社
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Abstract

【課題】支持機構の機能として、斜面に対する柵本体の角度を自在に変更できる雪崩予防柵を提供する。【解決手段】斜面1に設置される柵本体11と、柵本体11を斜面1上で支持する支持機構30とを備え、支持機構30が、柵本体11を回転可能に斜面1上で支持する第1支持脚31と、回転可能に柵本体11に支持され、柵本体11から斜面1に向かって延びる支持材40と、支持材40を回転可能に斜面1上で支持する第2支持脚33と、を有し、柵本体11と支持材40の接続位置と、支持材40と第2支持脚33の接続位置との間の距離が変更可能となるように支持機構30が構成されていることにより、斜面1に対する柵本体11の角度を変更可能である。【選択図】図8PROBLEM TO BE SOLVED: To provide an avalanche prevention fence capable of freely changing the angle of a fence body with respect to a slope as a function of a support mechanism. SOLUTION: A fence main body 11 installed on a slope 1 and a support mechanism 30 for supporting the fence main body 11 on the slope 1 are provided, and the support mechanism 30 rotatably supports the fence main body 11 on the slope 1. The first support leg 31, the support member 40 rotatably supported by the fence body 11 and extending from the fence body 11 toward the slope 1, and the second support leg 33 rotatably supporting the support member 40 on the slope 1. The support mechanism 30 is configured so that the distance between the connection position between the fence main body 11 and the support member 40 and the connection position between the support member 40 and the second support leg 33 can be changed. Thereby, the angle of the fence main body 11 with respect to the slope 1 can be changed. [Selection diagram] FIG. 8

Description

本発明は、斜面に設置される雪崩予防柵に関する。 The present invention relates to an avalanche prevention fence installed on a slope.

従来、降雪地における自然斜面および法面に、雪崩が発生するのを予防する雪崩予防柵が設置されることがある。この雪崩予防柵において、斜面に対する柵の角度を調整できるように構成されているものがある。このような雪崩予防柵として、例えば特許文献1には、アンカーとサポート支柱によって斜面に固定される下部支柱と、下部支柱の上方に設けられる上部支柱とから構成される雪崩予防柵が記載されている。特許文献1では、斜面に対する上部支柱の角度が調整可能となっている。これによって、上部支柱及び下部支柱を鉛直方向に沿うように雪崩予防柵を斜面に設置することができ、もって、雪崩予防柵の上端に雪庇が形成されるのを抑制できる。 Conventionally, avalanche prevention fences may be installed on natural slopes and slopes in snowy areas to prevent avalanches from occurring. Some of these avalanche prevention fences are configured so that the angle of the fence with respect to the slope can be adjusted. As such an avalanche prevention fence, for example, Patent Document 1 describes an avalanche prevention fence composed of a lower support column fixed to a slope by an anchor and a support support column and an upper support column provided above the lower support column. There is. In Patent Document 1, the angle of the upper support column with respect to the slope can be adjusted. As a result, the avalanche prevention fence can be installed on the slope so that the upper support and the lower support are along the vertical direction, and thus it is possible to suppress the formation of a cornice at the upper end of the avalanche prevention fence.

特開2016-006278号公報Japanese Unexamined Patent Publication No. 2016-006278

しかし、特許文献1に記載の雪崩予防柵では、上部支柱と下部支柱の間に接続部材を設けることで斜面に対する上部支柱の角度を調整可能としている。したがって、斜面に対する上部支柱の角度を所望の大きさにするための接続部材を別に用意する必要がある。 However, in the avalanche prevention fence described in Patent Document 1, the angle of the upper support column with respect to the slope can be adjusted by providing a connecting member between the upper support column and the lower support column. Therefore, it is necessary to separately prepare a connecting member for adjusting the angle of the upper support column with respect to the slope to a desired size.

そこで、この発明は上記のような課題を解決するためになされたもので、支持機構の機能として、斜面に対する柵本体の角度を自在に変更できる雪崩予防柵を提供することを目的とする。 Therefore, the present invention has been made to solve the above-mentioned problems, and an object of the present invention is to provide an avalanche prevention fence capable of freely changing the angle of the fence body with respect to the slope as a function of the support mechanism.

本発明の雪崩予防柵は、斜面に設置される柵本体と、前記柵本体を前記斜面上で支持する支持機構とを備え、前記支持機構が、前記斜面に接地しつつ、前記柵本体を回転可能に前記斜面上で支持する第1支持脚と、一端側が回転可能に前記柵本体に支持され、前記柵本体から前記斜面に向かって延びる支持材と、前記斜面に接地しつつ、前記支持材の他端側を回転可能に前記斜面上で支持する第2支持脚と、を有し、前記柵本体と前記支持材の接続位置と、前記支持材と前記第2支持脚の接続位置との間の距離が変更可能となるように前記支持機構が構成されていることにより、前記斜面に対する前記柵本体の角度を変更可能であり、前記第2支持脚が、前記斜面の地中に埋設されるアンカーに支持されており、前記アンカーが前記第2支持脚に対して回転可能であるThe avalanche prevention fence of the present invention includes a fence main body installed on a slope and a support mechanism for supporting the fence main body on the slope, and the support mechanism rotates the fence main body while touching the slope. A first support leg that can be supported on the slope, a support material whose one end side is rotatably supported by the fence body and extends from the fence body toward the slope, and the support material while being in contact with the slope. A second support leg that rotatably supports the other end side of the slope on the slope, and a connection position between the fence body and the support member and a connection position between the support member and the second support leg. by the distance between said support mechanism so as to be changed is configured, Ri angle changeable der of the fence body relative to the inclined surface, the second supporting leg is buried in the ground of the slope It is supported by the anchor to be formed, and the anchor is rotatable with respect to the second support leg .

本発明によれば、支持機構の機能として、斜面に対する柵本体の角度を自在に変更できる。したがって特許文献1のような接続部材を用いることなく、雪崩予防柵を斜面に設置する際、例えば斜面の勾配に関わらず柵本体を鉛直方向に沿って設置したり、同じ斜面に対する柵本体の角度を調整して所望の姿勢に柵本体を設置できる。また、アンカーが第2支持脚に対して回転可能であるため、アンカーを地中に埋設する前に、地中におけるアンカーの姿勢を任意に決定できる。 According to the present invention, as a function of the support mechanism, the angle of the fence body with respect to the slope can be freely changed. Therefore, when the avalanche prevention fence is installed on a slope without using a connecting member as in Patent Document 1, for example, the fence body is installed along the vertical direction regardless of the slope of the slope, or the angle of the fence body with respect to the same slope. Can be adjusted to install the fence body in the desired posture. Further, since the anchor is rotatable with respect to the second support leg, the posture of the anchor in the ground can be arbitrarily determined before the anchor is buried in the ground.

本発明において、前記第2支持脚及び前記支持材の両方が前記アンカーの頂部を挟んでおり、前記第2支持脚における前記アンカーの頂部を挟んだ部分、前記支持材における前記アンカーの頂部を挟んだ部分、及び、前記アンカーの頂部からなる3つの部分を貫通する接続部材によって、前記接続部材を中心に前記3つの部分が互いに回転可能に接続されていることが好ましい。 In the present invention, both the second support leg and the support material sandwich the top of the anchor, the portion of the second support leg that sandwiches the top of the anchor, and the top of the anchor in the support material. It is preferable that the three parts are rotatably connected to each other around the connecting member by a connecting member penetrating the three parts including the portion and the top of the anchor .

本発明の雪崩予防柵において、前記支持材が伸縮可能であっても良い。 In the avalanche prevention fence of the present invention, the support material may be stretchable.

この発明では、支持材を伸縮することで、柵本体と支持材の接続位置と、支持材と第2支持脚の接続位置との間の距離を変更することができる。 In the present invention, by expanding and contracting the support member, the distance between the connection position between the fence body and the support member and the connection position between the support member and the second support leg can be changed.

本発明の実施形態に係る雪崩予防柵を斜面に設置した状態を示す斜視図である。It is a perspective view which shows the state which the avalanche prevention fence which concerns on embodiment of this invention is installed on the slope. 柵本体の側面図である。It is a side view of a fence body. 図2AのB-B線断面図である。2A is a cross-sectional view taken along the line BB of FIG. 2A. 図2AのC-C線断面図である。FIG. 2 is a sectional view taken along line CC of FIG. 2A. ベース部材を示す平面図である。It is a top view which shows the base member. ベース部材を示す側面図である。It is a side view which shows the base member. 支持材の平面図である。It is a top view of the support material. 支持材の側面図である。It is a side view of a support material. アンカーの側面図である。It is a side view of an anchor. 柵本体と支持材との接続状態および柵本体と第1支持脚との接続状態を示す側面図である。It is a side view which shows the connection state of a fence main body and a support material, and the connection state of a fence body and a 1st support leg. 支持材と第2支持脚とアンカーとの接続状態を示す側面図である。It is a side view which shows the connection state of a support material, a 2nd support leg, and an anchor. 支柱が鉛直方向に沿うように柵本体を斜面に設置した状態を示す側面図である。It is a side view which shows the state which the fence main body is installed on the slope so that the support column is along the vertical direction. 図8と勾配が異なる斜面に対して支柱が鉛直方向に沿うように柵本体を設置した状態を示す側面図である。It is a side view which shows the state which installed the fence main body so that the column | column is along the vertical direction with respect to the slope which is different from FIG. 図8と同じ斜面において支柱が鉛直方向に対して所定の角度をなすように柵本体を設置した状態を示す側面図である。It is a side view which shows the state which installed the fence main body so that the column | column makes a predetermined angle with respect to the vertical direction on the same slope as FIG. 柵本体の変形例を示す側面図である。It is a side view which shows the deformation example of a fence body.

以下、本発明の実施形態を添付図面に従って説明する。 Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings.

図1に示すように、本実施形態の雪崩予防柵10は、法面および自然斜面などの斜面1に設置される。斜面1は鉛直方向(図中、上下方向)に対し、傾斜して形成されている。雪崩予防柵10は、柵本体11と、柵本体11を斜面1上で支持する支持機構30とを備えている。 As shown in FIG. 1, the avalanche prevention fence 10 of the present embodiment is installed on a slope 1 such as a slope and a natural slope. The slope 1 is formed so as to be inclined with respect to the vertical direction (vertical direction in the figure). The avalanche prevention fence 10 includes a fence main body 11 and a support mechanism 30 that supports the fence main body 11 on the slope 1.

柵本体11は、等間隔に並設された支柱12と、支柱12と直交するように架設された梁材17とを有する。梁材17は、長さ方向である水平方向に延びる円形断面の鋼材からなる。図2Aおよび図2Bに示すように、支柱12はH型鋼からなり、一方の面部(図中、内側の面部)13にはU字型の金具16によって複数の梁材17が固定されている。以下、図中の内側とは、斜面1に鉛直に設置された柵本体11が、その下端部を中心に斜面1に近づくように傾斜する方向の水平方向成分である。図中の外側とは、斜面1に鉛直に設置された柵本体11が、その下端部を中心に斜面1から離れるように傾斜する方向の水平方向成分である。なお、図3A、図3B、図4A又は図4Bについては、内側及び外側は、図6に示すようにベース部材37及び支持材40がそれぞれ支柱12に対して垂直な方向に沿った状態における方向を示すものとする。 The fence main body 11 has columns 12 arranged side by side at equal intervals and beam members 17 erected so as to be orthogonal to the columns 12. The beam member 17 is made of a steel material having a circular cross section extending in the horizontal direction, which is the length direction. As shown in FIGS. 2A and 2B, the support column 12 is made of H-shaped steel, and a plurality of beam members 17 are fixed to one surface portion (inner surface portion in the drawing) 13 by a U-shaped metal fitting 16. Hereinafter, the inside in the drawing is a horizontal component in a direction in which the fence body 11 vertically installed on the slope 1 is inclined so as to approach the slope 1 with the lower end thereof as the center. The outside in the drawing is a horizontal component in a direction in which the fence body 11 vertically installed on the slope 1 is inclined so as to be separated from the slope 1 with the lower end thereof as the center. Regarding FIGS. 3A, 3B, 4A or 4B, the inner and outer directions are the directions in which the base member 37 and the support member 40 are perpendicular to the support column 12, respectively, as shown in FIG. Shall indicate.

また支柱12には、後述する支持材40に接続される支柱面側接続部21と、後述する第1支持脚31に接続される支柱端側接続部25とが形成されている。支柱面側接続部21は、隣り合う一対の梁材17の間に設けられた突出片である。支柱面側接続部21の断面を図2Bに示す。一対の支柱面側接続部21は、支柱12の一方の面部13から、この面部13と垂直に突出する平板形状である。支柱面側接続部21には、その厚さ方向に貫通する支柱面側接続孔22が設けられている。 Further, the support column 12 is formed with a support column surface side connection portion 21 connected to the support member 40 described later and a support column end side connection portion 25 connected to the first support leg 31 described later. The strut surface side connecting portion 21 is a protruding piece provided between a pair of adjacent beam members 17. A cross section of the support column side connection portion 21 is shown in FIG. 2B. The pair of strut surface side connecting portions 21 have a flat plate shape that projects perpendicularly to the surface portion 13 from one surface portion 13 of the strut 12. The strut surface side connection portion 21 is provided with a strut surface side connection hole 22 penetrating in the thickness direction thereof.

図2Aに戻ると、支柱端側接続部25は支柱12の端部(図中、下端部)に形成されている。この端部における支柱12の断面を図2Cに示す。端部において支柱12の断面の外形は四角形状であり、一方の面部13と、一方の面部13と対向する他方の面部(図中、外側の面部)14と、両者の先端同士を繋ぐように一体成形された2つの側面部25とから構成されている。側面部25は、支柱12の下端部に形成されており、この側面部25が支柱端側接続部25を構成している。支柱端側接続部25の側面視中央付近には、支柱端側接続孔26が形成されている。 Returning to FIG. 2A, the strut end side connecting portion 25 is formed at the end portion (lower end portion in the drawing) of the strut 12. A cross section of the column 12 at this end is shown in FIG. 2C. At the end, the outer shape of the cross section of the support column 12 is quadrangular, so that one face portion 13 and the other face portion (outer face portion in the drawing) 14 facing the one face portion 13 and the tips of both are connected to each other. It is composed of two integrally molded side surface portions 25. The side surface portion 25 is formed at the lower end portion of the support column 12, and the side surface portion 25 constitutes the support column end side connection portion 25. A strut end side connection hole 26 is formed near the center of the side view of the strut end side connection portion 25.

支持機構30は、以下で説明する第1支持脚31と支持材40と第2支持脚33とアンカー50とを有する。図3Aに示すように、一対の第1支持脚31と一対の第2支持脚33とは矩形板状の支持プレート35に一体に形成されている。支持プレート35の2つの第2支持脚33の間に形成された平面視で半円形状の縁が、一対の第2支持脚33の間における支持プレート35の縁36を構成している。これら支持プレート35と第1支持脚31と第2支持脚33とがベース部材37を構成している。 The support mechanism 30 has a first support leg 31, a support member 40, a second support leg 33, and an anchor 50, which will be described below. As shown in FIG. 3A, the pair of first support legs 31 and the pair of second support legs 33 are integrally formed on the rectangular plate-shaped support plate 35. A semicircular edge in plan view formed between the two second support legs 33 of the support plate 35 constitutes the edge 36 of the support plate 35 between the pair of second support legs 33. The support plate 35, the first support leg 31, and the second support leg 33 form the base member 37.

図3Bに示すように、第1支持脚31は、支持プレート35の一方の端部(図中、外側の端部)に形成されている。第1支持脚31は、支持プレート35の上面から上方に立ち上がる平板形状であり、その厚さ方向に貫通する第1支持孔32が設けられている。 As shown in FIG. 3B, the first support leg 31 is formed at one end (outer end in the drawing) of the support plate 35. The first support leg 31 has a flat plate shape that rises upward from the upper surface of the support plate 35, and is provided with a first support hole 32 that penetrates in the thickness direction thereof.

第2支持脚33は、支持プレート35の第1支持脚31と反対側の端部(図中、内側の端部)に形成されている。第2支持脚33は、支持プレート35の上面から上方に立ち上がる平板形状であり、その厚さ方向に貫通する第2支持孔34が設けられている。 The second support leg 33 is formed at an end portion (inner end portion in the drawing) of the support plate 35 opposite to the first support leg 31. The second support leg 33 has a flat plate shape that rises upward from the upper surface of the support plate 35, and is provided with a second support hole 34 that penetrates in the thickness direction thereof.

図6に示すように、ボルト61を介して第1支持脚31と支柱端側接続部25とが接続されている。これにより、ベース部材37と柵本体11とが、互いに対して中心C1の周りに回転可能となっている。 As shown in FIG. 6, the first support leg 31 and the column end side connecting portion 25 are connected via a bolt 61. As a result, the base member 37 and the fence main body 11 can rotate around the center C1 with respect to each other.

図4Aおよび図4Bに示す支持材40はターンバックル47から構成されることで、長さ方向に伸縮する。支持材40は、柵本体11に接続される柵本体接続部41と、第2支持脚33に接続される第2支持脚接続部44と、柵本体接続部41と第2支持脚接続部44とを連結するターンバックル47とを有する。 The support member 40 shown in FIGS. 4A and 4B expands and contracts in the length direction by being composed of the turnbuckle 47. The support member 40 includes a fence main body connecting portion 41 connected to the fence main body 11, a second supporting leg connecting portion 44 connected to the second supporting leg 33, and a fence main body connecting portion 41 and a second supporting leg connecting portion 44. It has a turnbuckle 47 that connects the and.

柵本体接続部41は、ターンバックル47の一端(図中、外側端部)に連結され、板状に形成されている。柵本体接続部41の先端部には、その厚さ方向に貫通する柵本体接続孔42が設けられている。 The fence main body connecting portion 41 is connected to one end (outer end portion in the drawing) of the turnbuckle 47 and is formed in a plate shape. At the tip of the fence body connecting portion 41, a fence body connecting hole 42 penetrating in the thickness direction thereof is provided.

第2支持脚接続部44は、ターンバックル47の他端(図中、内側端部)に連結され、平面視でコの字型に形成されている。第2支持脚接続部44の先端部には、その厚さ方向に貫通する第2支持脚接続孔45が設けられている。 The second support leg connecting portion 44 is connected to the other end (inner end portion in the drawing) of the turnbuckle 47 and is formed in a U shape in a plan view. The tip of the second support leg connecting portion 44 is provided with a second supporting leg connecting hole 45 penetrating in the thickness direction thereof.

ターンバックル47は、雌ねじが内表面に形成された胴体48と、雄ねじが外表面に形成され、胴体48の両側にねじ込まれたねじ棒49a,49bとを有する。一方のねじ棒49aに右ねじが切られ、他方のねじ棒49bに左ねじが切られている。したがって、胴体48を一方に回転させるとねじ棒49a及び49bがいずれも胴体48内に向かって進み、胴体48を他方に回転させるとねじ棒49a及び49bがいずれも胴体48外に向かって進む。これにより、胴体48を軸周りに回転させることでターンバックル47の長さを調整できる。 The turnbuckle 47 has a body 48 in which female threads are formed on the inner surface, and screw rods 49a and 49b in which male threads are formed on the outer surface and screwed on both sides of the body 48. One threaded rod 49a is threaded right and the other threaded rod 49b is threaded left. Therefore, when the body 48 is rotated in one direction, the screw rods 49a and 49b both move inward of the body 48, and when the body 48 is rotated in the other direction, the screw rods 49a and 49b both move inward of the body 48. As a result, the length of the turnbuckle 47 can be adjusted by rotating the body 48 around the axis.

図5に示すように、アンカー50は円筒形状である。アンカー50の頂部(図中、上端部)には、長さ方向と直交する方向にアンカー50を貫通するアンカー孔51が設けられている。 As shown in FIG. 5, the anchor 50 has a cylindrical shape. An anchor hole 51 that penetrates the anchor 50 in a direction orthogonal to the length direction is provided at the top (upper end in the drawing) of the anchor 50.

図6に示すように、ボルト62を介して柵本体接続部41と支柱面側接続部21とが接続されている。これにより、支持材40と柵本体11とが、互いに対して中心C2の周りに回転可能となる。つまり支持材40は、回転可能に柵本体11に支持されている。また図7に示すように、ボルト63を介して第2支持脚33と第2支持脚接続部44とアンカー50とが接続されている。これにより、ベース部材37と支持材40とアンカー50とが、互いに対して中心C3の周りに回転可能となる。 As shown in FIG. 6, the fence body connecting portion 41 and the strut surface side connecting portion 21 are connected via a bolt 62. As a result, the support member 40 and the fence main body 11 can rotate around the center C2 with respect to each other. That is, the support member 40 is rotatably supported by the fence body 11. Further, as shown in FIG. 7, the second support leg 33, the second support leg connection portion 44, and the anchor 50 are connected via a bolt 63. As a result, the base member 37, the support member 40, and the anchor 50 can rotate around the center C3 with respect to each other.

次に、本実施形態の雪崩予防柵10を斜面1に設置する手順について説明する。 Next, a procedure for installing the avalanche prevention fence 10 of the present embodiment on the slope 1 will be described.

まず、雪崩予防柵10を設置しようとする斜面1において、雪崩予防柵10を設置する位置出しを行う。これによって決定した設置位置に応じて、アンカー50を鉛直方向に、その頂部を除いて地中に埋設する(図8参照)。アンカー50の埋設後に、アンカー50の地表に出ている頂部が2つの第2支持脚33の間に位置するように支持プレート35を斜面上1に位置決めする。このとき、支持プレート35の長さ方向が斜面1の傾斜方向に沿っているので、第2支持脚33は第1支持脚31よりも斜面1の上方に位置する。 First, on the slope 1 where the avalanche prevention fence 10 is to be installed, the position where the avalanche prevention fence 10 is to be installed is determined. According to the installation position determined by this, the anchor 50 is buried in the ground in the vertical direction except for the top thereof (see FIG. 8). After burying the anchor 50, the support plate 35 is positioned on the slope 1 so that the top of the anchor 50 on the ground surface is located between the two second support legs 33. At this time, since the length direction of the support plate 35 is along the inclination direction of the slope 1, the second support leg 33 is located above the slope 1 with respect to the first support leg 31.

そして、アンカー50の頂部と第2支持脚33の間に、第2支持脚接続部44の先端部が挟まれるように支持材40を保持する。この状態で、第2支持孔34の中心と第2支持脚接続孔45の中心とアンカー孔51の中心とを一致させ、これらの孔34,45,51にボルト63を挿通してナット(不図示)で仮止めする。これにより、ボルト63を介して第2支持脚33と第2支持脚接続部44とアンカー50とが接続され、地中に埋設されたアンカー50と斜面1に位置決めされたベース部材37に対して支持材40が中心C3の周りに回転可能となる。言い換えれば、第2支持脚33は支持材40を回転可能に斜面1上で支持する。なお、支持材40と第2支持脚33の接続位置とは中心C3を指す。 Then, the support member 40 is held so that the tip end portion of the second support leg connecting portion 44 is sandwiched between the top portion of the anchor 50 and the second support leg 33. In this state, the center of the second support hole 34, the center of the second support leg connection hole 45, and the center of the anchor hole 51 are aligned, and the bolt 63 is inserted into these holes 34, 45, 51 to make a nut (not). Temporarily fix with (shown). As a result, the second support leg 33, the second support leg connection portion 44, and the anchor 50 are connected via the bolt 63, and the anchor 50 buried in the ground and the base member 37 positioned on the slope 1 are connected. The support member 40 can rotate around the center C3. In other words, the second support leg 33 rotatably supports the support member 40 on the slope 1. The connection position between the support member 40 and the second support leg 33 refers to the center C3.

次に、一対の第1支持脚31の間に柵本体11の支柱端側接続部25をはめ込み、第1支持孔32の中心と支柱端側接続孔26の中心を一致させる。これらの孔32,26にボルト61を挿通してナットで仮止めする。これにより第1支持脚31と柵本体11とが接続され、第1支持脚31は、中心C1の周りに柵本体11を回転可能に斜面1上で支持する。この状態で柵本体11を回転させ、支柱12が鉛直方向に起立するように柵本体11を保持し、ナットを増し締めしてボルト61に締結する。 Next, the strut end side connection portion 25 of the fence main body 11 is fitted between the pair of first support legs 31, so that the center of the first support hole 32 and the center of the strut end side connection hole 26 are aligned. Bolts 61 are inserted into these holes 32 and 26 and temporarily fixed with nuts. As a result, the first support leg 31 and the fence main body 11 are connected, and the first support leg 31 rotatably supports the fence main body 11 on the slope 1 around the center C1. In this state, the fence body 11 is rotated, the fence body 11 is held so that the support columns 12 stand upright, and the nuts are tightened and fastened to the bolts 61.

第2支持脚接続部44がアンカー50および第2支持脚33に回転可能に支持された支持材40において、ターンバックル47の胴体48を軸周りに回転させて支持材40の長さを調整する。このとき、アンカー50に接続された支持材40が適度な力で柵本体11を支持するように、支持材40の長さを決定する。この後、一対の支柱面側接続部21の間に柵本体接続部41を挟み込み、支柱面側接続孔22の中心と柵本体接続孔42の中心とを一致させ、これらの孔22,42にボルト62を挿通してナットで締結する。これにより、柵本体11と支持材40とが接続され、支持材40は柵本体11から斜面1に向かって延びることとなる。なお、柵本体11と支持材40の接続位置とは、中心C2を指す。 In the support member 40 in which the second support leg connection portion 44 is rotatably supported by the anchor 50 and the second support leg 33, the body 48 of the turnbuckle 47 is rotated about an axis to adjust the length of the support member 40. .. At this time, the length of the support member 40 is determined so that the support member 40 connected to the anchor 50 supports the fence body 11 with an appropriate force. After that, the fence body connecting portion 41 is sandwiched between the pair of strut surface side connecting portions 21, and the center of the strut surface side connecting hole 22 and the center of the fence body connecting hole 42 are aligned with each other, and these holes 22 and 42 are formed. Insert the bolt 62 and fasten it with a nut. As a result, the fence main body 11 and the support member 40 are connected, and the support member 40 extends from the fence main body 11 toward the slope 1. The connection position between the fence body 11 and the support member 40 points to the center C2.

最後に、第2支持脚33と第2支持脚接続部44とアンカー50との接続箇所で仮止めされたナットを増し締めしてボルト63に締結する。これにより、アンカー50とベース部材37と柵本体11と支持材40との位置関係が固定され、雪崩予防柵10の設置が完了する。以上のように、柵本体11が鉛直に起立するように斜面1に設置されるので、柵本体11と斜面1との間に雪を堆積する。このとき、柵本体11の上端を内側から外側に向かって乗り越える雪庇が形成されるのを抑制し、雪庇の崩落に起因する雪崩の発生を抑制することができる。 Finally, the nut temporarily fixed at the connection point between the second support leg 33, the second support leg connection portion 44, and the anchor 50 is retightened and fastened to the bolt 63. As a result, the positional relationship between the anchor 50, the base member 37, the fence body 11, and the support member 40 is fixed, and the installation of the avalanche prevention fence 10 is completed. As described above, since the fence body 11 is installed on the slope 1 so as to stand vertically, snow is deposited between the fence body 11 and the slope 1. At this time, it is possible to suppress the formation of a cornice over the upper end of the fence body 11 from the inside to the outside, and to suppress the occurrence of an avalanche due to the collapse of the cornice.

前述した通り、図8に示す柵本体11は、その支柱12が鉛直方向に沿うように設置された。このとき、接続位置C2と接続位置C3との間の距離がL1となるように支持材40の長さを調整した。また、斜面1に対する柵本体11の角度はθ1である。 As described above, the fence main body 11 shown in FIG. 8 is installed so that the support columns 12 are along the vertical direction. At this time, the length of the support member 40 was adjusted so that the distance between the connection position C2 and the connection position C3 was L1. The angle of the fence body 11 with respect to the slope 1 is θ1.

本実施形態の雪崩予防柵10では、支持材40が伸縮して長さを調整できる。これにより、柵本体11と支持材40の接続位置C2と、支持材40と第2支持脚33の接続位置C3との間の距離Lを変更することができる。これにより支持機構30の機能として、斜面11に対する柵本体11の角度を自在に変更できる。したがって雪崩予防柵10を斜面1に設置する際、例えば斜面1の勾配に関わらず柵本体11を鉛直方向に沿って設置したり、同じ斜面1に対する柵本体11の角度を調整して所望の姿勢に柵本体11を設置できる。 In the avalanche prevention fence 10 of the present embodiment, the support member 40 can be expanded and contracted to adjust the length. Thereby, the distance L between the connection position C2 between the fence main body 11 and the support member 40 and the connection position C3 between the support member 40 and the second support leg 33 can be changed. As a result, as a function of the support mechanism 30, the angle of the fence body 11 with respect to the slope 11 can be freely changed. Therefore, when the avalanche prevention fence 10 is installed on the slope 1, for example, the fence body 11 is installed along the vertical direction regardless of the slope of the slope 1, or the angle of the fence body 11 with respect to the same slope 1 is adjusted to obtain a desired posture. The fence body 11 can be installed in.

1つ目の例として、斜面1の勾配に関わらず柵本体11を鉛直方向に沿って設置する場合について説明する。図9に示すように、図8の斜面1よりも勾配が大きな斜面2に対して支柱12が鉛直方向に沿うように柵本体11を設置する場合、斜面2に対する柵本体11の角度θ2は角度θ1よりも小さくなる。このため、接続位置C2と接続位置C3との間の距離L2が距離L1よりも短くなるように支持材40の長さを調整する。なお、斜面1よりも勾配が小さな斜面に対して支柱12が鉛直方向に沿うように柵本体11を設置することもできる。 As a first example, a case where the fence main body 11 is installed along the vertical direction regardless of the slope of the slope 1 will be described. As shown in FIG. 9, when the fence main body 11 is installed so that the support columns 12 follow the vertical direction with respect to the slope 2 having a slope larger than the slope 1 of FIG. 8, the angle θ2 of the fence main body 11 with respect to the slope 2 is an angle. It is smaller than θ1. Therefore, the length of the support member 40 is adjusted so that the distance L2 between the connection position C2 and the connection position C3 is shorter than the distance L1. It is also possible to install the fence main body 11 so that the columns 12 follow the vertical direction on a slope having a slope smaller than that of the slope 1.

2つ目の例として、図8と同じ斜面1に対する柵本体11の角度を調整して所望の姿勢に柵本体11を設置する場合について説明する。角度θ1よりも大きな角度θ3で柵本体11を斜面1に設置する場合、図10に示すように接続位置C2と接続位置C3との間の距離L3が距離L1よりも長くなるように支持材40の長さを調整する。これにより鉛直方向に対して、柵本体11が中心C1の周りに斜面1から離れる方向に回転した状態で、第1支持脚31と支持材40とが柵本体11を支持する。なお、雪庇の形成を抑制する観点からは、鉛直方向に対して中心C1の周りに柵本体11が傾斜する角度が45度未満であることが好ましい。 As a second example, a case where the fence body 11 is installed in a desired posture by adjusting the angle of the fence body 11 with respect to the same slope 1 as in FIG. 8 will be described. When the fence body 11 is installed on the slope 1 at an angle θ3 larger than the angle θ1, the support member 40 is set so that the distance L3 between the connection position C2 and the connection position C3 is longer than the distance L1 as shown in FIG. Adjust the length of. As a result, the first support leg 31 and the support member 40 support the fence body 11 in a state where the fence body 11 is rotated around the center C1 in a direction away from the slope 1 with respect to the vertical direction. From the viewpoint of suppressing the formation of the cornice, it is preferable that the angle at which the fence body 11 is tilted around the center C1 with respect to the vertical direction is less than 45 degrees.

以上、本発明の実施形態について図面に基づいて説明したが、具体的な構成は、これらの実施形態に限定されるものでないと考えられるべきである。本発明の範囲は、上記した実施形態の説明だけではなく特許請求の範囲によって示され、さらに特許請求の範囲と均等の意味および範囲内でのすべての変更が含まれる。 Although the embodiments of the present invention have been described above with reference to the drawings, it should be considered that the specific configuration is not limited to these embodiments. The scope of the present invention is shown not only by the description of the above-described embodiment but also by the scope of claims, and further includes all modifications within the meaning and scope equivalent to the scope of claims.

前記実施形態では、支持材40を伸縮することで、接続位置C2と接続位置C3との間の距離Lを変更し、斜面1に対する柵本体11の角度θを変更したがこれに限定されない。例えば図11に示すように柵本体11が、支柱12の一方の面部13に支柱12の長さ方向に間隔を隔てて形成された複数の支柱面側接続部21a,21b,21cを有してもよい。そして、これら複数の支柱面側接続部21a〜21cの中から、支持材40の柵本体接続部41を接続する支柱面側接続部21a〜21cを任意に選択することで、接続位置C2と接続位置C3との間の距離Lを変更し、斜面1に対する柵本体11の角度θを変更することができる。 In the above embodiment, the distance L between the connection position C2 and the connection position C3 is changed by expanding and contracting the support member 40, and the angle θ of the fence body 11 with respect to the slope 1 is changed, but the present invention is not limited to this. For example, as shown in FIG. 11, the fence main body 11 has a plurality of strut surface side connecting portions 21a, 21b, 21c formed on one surface portion 13 of the strut 12 at intervals in the length direction of the strut 12. May be good. Then, from these plurality of support column surface side connection portions 21a to 21c, the support column surface side connection portions 21a to 21c for connecting the fence body connection portion 41 of the support member 40 can be arbitrarily selected to connect to the connection position C2. The distance L from the position C3 can be changed, and the angle θ of the fence body 11 with respect to the slope 1 can be changed.

前記実施形態では、第1支持脚31と第2支持脚33とを一体に形成したベース部材37を用いたがこれに限定されず、第1支持脚31と第2支持脚33とを別部材としても同様の効果を得ることができる。 In the above embodiment, the base member 37 in which the first support leg 31 and the second support leg 33 are integrally formed is used, but the present invention is not limited to this, and the first support leg 31 and the second support leg 33 are separate members. However, the same effect can be obtained.

前記実施形態では、アンカー50を鉛直方向に地中に埋設した。しかし、第2支持脚33が、斜面1の地中に埋設されるアンカー50に支持されており、アンカー50が第2支持脚33に対して回転可能である。したがって、アンカー50を地中に埋設する前に、地中におけるアンカー50の姿勢を任意に決定できる。このため、例えば斜面1と垂直になるようにアンカー50を地中に埋設してもよい。 In the above embodiment, the anchor 50 is buried in the ground in the vertical direction. However, the second support leg 33 is supported by the anchor 50 buried in the ground of the slope 1, and the anchor 50 is rotatable with respect to the second support leg 33. Therefore, the posture of the anchor 50 in the ground can be arbitrarily determined before the anchor 50 is buried in the ground. Therefore, for example, the anchor 50 may be buried in the ground so as to be perpendicular to the slope 1.

前記実施形態では、支持材40と第2支持脚33とに接続され、これらを支持する1つのアンカー50を地中に埋設したが、これに限定されない。アンカーに関する1つ目の変形例として、アンカー50に加え、柵本体11と第1支持脚31とに接続され、これらを支持するアンカー(不図示)を支柱12が延びる方向に沿って地中に埋設してもよい。これによりアンカーが、柵本体11と第1支持脚31とをより強固に支持できる。 In the above embodiment, one anchor 50 connected to the support member 40 and the second support leg 33 and supporting them is buried in the ground, but the present invention is not limited thereto. As a first modification of the anchor, in addition to the anchor 50, an anchor (not shown) connected to the fence main body 11 and the first support leg 31 and supporting them is placed in the ground along the direction in which the support column 12 extends. It may be buried. As a result, the anchor can more firmly support the fence body 11 and the first support leg 31.

アンカーに関する2つ目の変形例として、前述したアンカー50に代えて、アンカー50よりも斜面1の上方にアンカー(不図示)を埋設し、このアンカーの頂部と第2支持脚33とを図示しないワイヤーで連結することで第2支持脚33を斜面1に支持する構造を採用してもよい。このとき更に、アンカーの頂部と柵本体11とを別のワイヤーで連結することで、柵本体11をより強固に支持することができる。 As a second modification of the anchor, instead of the anchor 50 described above, an anchor (not shown) is embedded above the slope 1 above the anchor 50, and the top of the anchor and the second support leg 33 are not shown. A structure may be adopted in which the second support leg 33 is supported on the slope 1 by connecting with a wire. At this time, by further connecting the top of the anchor and the fence body 11 with another wire, the fence body 11 can be supported more firmly.

前記実施形態では、一部材からなる支柱12を用いたがこれに限定されない。図11に示すように、支柱12が上部支柱12aと下部支柱12bの2本の支柱からなり、これらの各支柱12a、12bをボルト66を用いて長さ方向に連結することで1本の支柱12としてもよい。これにより、一部材からなる支柱12より、分割された2本の支柱12a、12bの方がコンパクトになり、持ち運びが容易になる。 In the above embodiment, the support column 12 made of one member is used, but the present invention is not limited to this. As shown in FIG. 11, the support column 12 is composed of two columns, an upper column 12a and a lower column 12b, and each of these columns 12a and 12b is connected in the length direction by using bolts 66 to form one column. It may be 12. As a result, the two divided columns 12a and 12b are more compact than the columns 12 made of one member, and are easier to carry.

梁材17に関しても同様に前記実施形態では、一部材からなる梁材17を用いたがこれに限定されない。梁材17が2本の梁材(不図示)からなり、これら2本の梁材をジョイント部材を用いて長さ方向に連結することで1本の梁材17としてもよい。これにより、一部材からなる梁材17より、分割された2本の梁材の方がコンパクトになり、持ち運びが容易になる。 Similarly, with respect to the beam member 17, in the above-described embodiment, the beam member 17 composed of one member is used, but the present invention is not limited to this. The beam member 17 is composed of two beam members (not shown), and one beam member 17 may be formed by connecting these two beam members in the length direction using a joint member. As a result, the two divided beam members are more compact than the beam member 17 made of one member, and are easier to carry.

前記実施形態では、予め支柱12に梁材17を取り付けた柵本体11を第1支持脚31と支持材40に接続し、斜面に設置した。しかしこれに限定されず、支柱12と梁材17とが分離した状態で支柱12を第1支持脚31と支持材40に接続し、支柱12を斜面に設置した後、支柱12に梁材17を取り付けてもよい。 In the above embodiment, the fence main body 11 to which the beam member 17 is attached to the support column 12 in advance is connected to the first support leg 31 and the support member 40 and installed on the slope. However, the present invention is not limited to this, and the strut 12 is connected to the first support leg 31 and the support member 40 in a state where the strut 12 and the beam member 17 are separated, and after the strut 12 is installed on the slope, the beam member 17 is attached to the strut 12. May be attached.

1 斜面
10 雪崩予防柵
11 柵本体
30 支持機構
31 第1支持脚
33 第2支持脚
40 支持材
50 アンカー
1 Slope 10 Avalanche prevention fence 11 Fence body 30 Support mechanism 31 1st support leg 33 2nd support leg 40 Support material 50 Anchor

Claims (3)

斜面に設置される柵本体と、前記柵本体を前記斜面上で支持する支持機構とを備え、
前記支持機構が、
前記斜面に接地しつつ、前記柵本体を回転可能に前記斜面上で支持する第1支持脚と、
一端側が回転可能に前記柵本体に支持され、前記柵本体から前記斜面に向かって延びる支持材と、
前記斜面に接地しつつ、前記支持材の他端側を回転可能に前記斜面上で支持する第2支持脚と、
を有し、
前記柵本体と前記支持材の接続位置と、前記支持材と前記第2支持脚の接続位置との間の距離が変更可能となるように前記支持機構が構成されていることにより、前記斜面に対する前記柵本体の角度を変更可能であり、
前記第2支持脚が、前記斜面の地中に埋設されるアンカーに支持されており、前記アンカーが前記第2支持脚に対して回転可能であることを特徴とする雪崩予防柵。
A fence body installed on a slope and a support mechanism for supporting the fence body on the slope are provided.
The support mechanism
A first support leg that rotatably supports the fence body on the slope while grounding on the slope.
A support material whose one end side is rotatably supported by the fence body and extends from the fence body toward the slope.
A second support leg that rotatably supports the other end side of the support member on the slope while being in contact with the slope.
Have,
The support mechanism is configured so that the distance between the connection position between the fence body and the support member and the connection position between the support member and the second support leg can be changed, so that the support mechanism is configured with respect to the slope. Ri can be changed der the angle of the fence body,
An avalanche prevention fence characterized in that the second support leg is supported by an anchor embedded in the ground of the slope, and the anchor is rotatable with respect to the second support leg .
前記第2支持脚及び前記支持材の両方が前記アンカーの頂部を挟んでおり、Both the second support leg and the support material sandwich the top of the anchor.
前記第2支持脚における前記アンカーの頂部を挟んだ部分、前記支持材における前記アンカーの頂部を挟んだ部分、及び、前記アンカーの頂部からなる3つの部分を貫通する接続部材によって、前記接続部材を中心に前記3つの部分が互いに回転可能に接続されていることを特徴とする請求項1に記載の雪崩予防柵。 The connecting member is formed by a connecting member that penetrates three parts, that is, a portion of the second support leg that sandwiches the top of the anchor, a portion of the supporting material that sandwiches the top of the anchor, and a portion that includes the top of the anchor. The avalanche prevention fence according to claim 1, wherein the three portions are rotatably connected to each other at the center.
前記支持材が伸縮可能であることを特徴とする請求項1又は2に記載の雪崩予防柵。 The avalanche prevention fence according to claim 1 or 2, wherein the support material is stretchable.
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JP6966126B1 (en) * 2020-12-23 2021-11-10 アビエンジニアリング株式会社 Guard rail
JP7485375B2 (en) 2021-10-13 2024-05-16 アビエンジニアリング株式会社 Protective fence

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KR20240039117A (en) 2021-08-10 2024-03-26 소니 세미컨덕터 솔루션즈 가부시키가이샤 Conductive layer structure and light emitting device

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JP2009084864A (en) * 2007-09-28 2009-04-23 Tokyo Seiko Co Ltd Rock fall-cum-avalanche prevention facility
JP2017020202A (en) * 2015-07-08 2017-01-26 筑豊金網工業株式会社 Stone fall prevention fence

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JP2009084864A (en) * 2007-09-28 2009-04-23 Tokyo Seiko Co Ltd Rock fall-cum-avalanche prevention facility
JP2017020202A (en) * 2015-07-08 2017-01-26 筑豊金網工業株式会社 Stone fall prevention fence

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6966126B1 (en) * 2020-12-23 2021-11-10 アビエンジニアリング株式会社 Guard rail
JP7485375B2 (en) 2021-10-13 2024-05-16 アビエンジニアリング株式会社 Protective fence

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