JP2009287323A - Snow storm resistant fence - Google Patents

Snow storm resistant fence Download PDF

Info

Publication number
JP2009287323A
JP2009287323A JP2008142608A JP2008142608A JP2009287323A JP 2009287323 A JP2009287323 A JP 2009287323A JP 2008142608 A JP2008142608 A JP 2008142608A JP 2008142608 A JP2008142608 A JP 2008142608A JP 2009287323 A JP2009287323 A JP 2009287323A
Authority
JP
Japan
Prior art keywords
column
support
support column
road
tilted
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2008142608A
Other languages
Japanese (ja)
Other versions
JP5080361B2 (en
Inventor
Kenji Uehara
健嗣 上原
Akiji Yamada
明嗣 山田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui Jushi Corp
Original Assignee
Sekisui Jushi Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sekisui Jushi Corp filed Critical Sekisui Jushi Corp
Priority to JP2008142608A priority Critical patent/JP5080361B2/en
Publication of JP2009287323A publication Critical patent/JP2009287323A/en
Application granted granted Critical
Publication of JP5080361B2 publication Critical patent/JP5080361B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a snow storm resistant fence which pays attention to the landscape when members including poles thereof are stored, and can maintain the members in a stably stored state. <P>SOLUTION: According to the structure of the snow storm resistant fence, a lower edge 21 of a net member 2 detachably supported between the poles 1 is arranged over a road surface R, and the poles 1 are erected on foundation blocks 4 protruded from a slope S inclined downward from an edge of the road surface R of the road. Further the poles 1 are made tiltable toward the poles 1 adjacent thereto, and the tip 15 of each tilted pole 1 is supported at a location under the road surface R. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、降雪地の道路沿いに設置される防風雪柵に関するものであり、特に、冬期以外の不使用時に防風雪柵用支柱が現地で収納可能な防風雪柵に関するものである。   The present invention relates to a windproof snow fence installed along a road in a snowy area, and more particularly to a windproof snow fence in which a support for a windproof snow fence can be stored on the spot when not in use in winter.

一般に、降雪地の道路沿いにおいては、道路の側方から道路側に吹き込む風雪や、地吹雪等の影響を軽減させるため防風雪柵が取付けられている。防風雪柵は道路沿いに間隔をおいて立設した支柱の間に、ネット部材や、横長のルーバー材を上下方向に複数配したものが取付けられるものが多く用いられている。又、ネット部材やルーバー材の下端部と道路路面とのあいだには隙間が設けられ、この隙間から吹き抜ける風を利用して道路上の積雪を吹き払う効果を併せて備えたものも用いられている。   In general, along a road in a snowy area, a windbreak snow fence is attached in order to reduce the influence of wind and snow blown from the side of the road to the road, and snowstorm. Windproof snow fences are often used in which a plurality of net members and a plurality of horizontally long louver members are attached in the vertical direction between pillars standing at intervals along the road. In addition, a gap is provided between the lower end portion of the net member or louver material and the road surface, and the one that has the effect of blowing off snow on the road using the wind blown through the gap is also used. Yes.

ところで、防風雪柵が必要となるのは積雪がある冬期のみであり、他の時期には不要なものとなるばかりでなく、ネット部材,ルーバー材,支柱等によって、道路を利用するドライバー等に対して圧迫感を与え、又、景観を損なうことにも繋がるため、不使用時における防風雪柵の収納方法についても様々なものが提案されている。   By the way, the windbreak snow fence is necessary only in winter when there is snow. Not only is it unnecessary in other seasons, but it is also necessary for drivers who use the road by using net members, louver materials, props, etc. On the other hand, various methods have been proposed for storing the wind-proof snow fence when not in use, in order to give a feeling of pressure and to damage the landscape.

例えば、道路に沿って設置された固定支柱と、隣接する固定支柱間に下部を柵長手方向と直交する面内で回転可能に軸支された柵本体と、前記柵本体を垂直な姿勢に係止する第1係止手段および下端が道路側に向いた水平な姿勢に係止する第2係止手段とを備え、前記柵本体は、前記固定支柱に回転可能に軸支される左右の支柱部を持つフレームと、前記フレームの左右の支柱部間に回転可能に軸支された上下に並ぶ複数の防雪パネルと、各防雪パネルを同時に開閉駆動する防雪パネル開閉駆動機構とを備えた防雪柵が提案されている(例えば、特許文献1参照。)。   For example, a fixed support installed along a road, a fence main body rotatably supported in a plane perpendicular to the longitudinal direction of the fence between adjacent fixed supports, and the fence main body in a vertical posture. A first locking means for stopping and a second locking means for locking in a horizontal posture with the lower end facing the road side, and the fence body is supported by left and right columns rotatably supported by the fixed column A snow fence having a frame having a portion, a plurality of snow panels arranged vertically supported rotatably between right and left support portions of the frame, and a snow panel opening / closing drive mechanism for opening and closing each snow panel simultaneously Has been proposed (see, for example, Patent Document 1).

この防雪柵は、不使用時に防雪柵全体を収納できる構造として、走行車両からの視界を向上させることができるとともに、動力を用いずに収納作業が可能となり、しかも、収納作業を簡便にかつ軽作業でかつ能率的に行うことができるものである。   This snow fence has a structure that can store the entire snow fence when not in use, can improve visibility from the traveling vehicle, can be stored without using power, and can be stored easily and lightly. It can be done efficiently and efficiently.

特開2002−266320号公報JP 2002-266320 A

しかしながら、前記の防雪柵には次のような問題点があった。すなわち、柵本体を水平な姿勢に係止した状態では、柵本体の上端は支持されていないため、柵本体自身の自重と相まって上下方向に振動が発生しやすく、第2係止手段に繰り返し荷重を含めた想定以上の負荷がかかり、変形等の不具合が発生する恐れがある。又、柵本体上に部外者が載ったりしても同様な負荷が掛かり、不具合が発生する恐れがあり、その点で不足するものであった。   However, the snow fence described above has the following problems. In other words, when the fence body is locked in a horizontal position, the upper end of the fence body is not supported, and therefore, vibrations tend to occur in the vertical direction in combination with the weight of the fence body itself, and the second locking means is repeatedly loaded. There is a risk that a load more than expected including the above will be applied, causing problems such as deformation. In addition, even if an outsider is placed on the fence body, a similar load is applied, which may cause a problem, which is insufficient.

本発明は、前記の如き問題点を解消し、防風雪柵の支柱等の部材を収納した時の景観性に配慮し、収納状態を安定的に保持することができる防風雪柵を提供せんとするものである。   The present invention eliminates the above-mentioned problems and provides a windproof snow fence that can stably hold the storage state in consideration of the landscape when the members of the windproof snow fence are stored. To do.

上記目的を達成するために、本発明は次のような構成としている。
すなわちこの発明に係る防風雪柵は、支柱の間で着脱可能に支持するネット部材の下端を道路の路面より上方に配置されると共に、前記支柱は、道路の路面端部より下向きに傾斜した法面に突設された基礎ブロック上に立設され、さらに前記支柱は隣の支柱に向けて傾倒可能となされ、且つ傾倒された該支柱の先端部は、道路の路面より下方の位置で支持されるようになされたことを特徴とするものである。
In order to achieve the above object, the present invention is configured as follows.
That is, the windbreak snow fence according to the present invention is a method in which the lower end of the net member that is detachably supported between the columns is disposed above the road surface of the road, and the column is inclined downward from the road surface end of the road. Standing on a foundation block protruding from the surface, the column can be tilted toward the next column, and the tip of the tilted column is supported at a position below the road surface of the road. It is characterized in that it was made to do so.

又、本発明に係る防風雪柵において、支柱を、隣の支柱に向けて傾倒された際に、支柱先端部が同じ方向に傾倒された隣の支柱の上面と重合させるように構成してもよい。   Further, in the windbreak snow fence according to the present invention, when the support column is tilted toward the adjacent support column, the support column tip portion may be overlapped with the upper surface of the adjacent support column tilted in the same direction. Good.

更に、本発明に係る防風雪柵において、支柱を、隣の支柱に向けて傾倒された際に、支柱端部が隣の基礎ブロック上に重合させるように構成してもよい。   Furthermore, in the windproof snow fence according to the present invention, when the column is tilted toward the adjacent column, the column end may be superposed on the adjacent base block.

又、本発明に係る防風雪柵において、隣の支柱に向けて傾倒された際に、支柱端部が隣の支柱と重合しないように段部が形成されるように構成してもよい。   Moreover, in the windproof snow fence which concerns on this invention, when it inclines toward the adjacent support | pillar, you may comprise so that a step part may be formed so that a support | pillar end may not overlap with an adjacent support | pillar.

本発明によれば、ネット部材の下端が道路の路面より上方に配置されるので、路面上の積雪は、ネット部材の下端と路面との隙間を通る風によって吹き払われると共に、ネット部材を支持する支柱は、道路の路面端部より下向きに傾斜した法面に突設された基礎ブロック上に立設され、さらに前記支柱は隣の支柱に向けて傾倒可能となされ、且つ傾倒された該支柱の先端部は、道路の路面より下方の位置で支持されるので、防風雪柵を使用しない季節に支柱を傾倒した際に、支柱を安定した状態で支持することが可能であり、加えて、支柱は路面から見えにくく景観の低下を抑えることができる。   According to the present invention, since the lower end of the net member is disposed above the road surface of the road, snow on the road surface is blown away by the wind passing through the gap between the lower end of the net member and the road surface, and the net member is supported. The supporting column is erected on a foundation block protruding on a slope inclined downward from the road surface end of the road, and the supporting column can be tilted toward the adjacent column and is tilted. Since the tip of is supported at a position below the road surface of the road, it is possible to support the column in a stable state when tilting the column in the season when the windbreak snow fence is not used. The struts are difficult to see from the road surface and can suppress the decline of the landscape.

本発明に係る防風雪柵において、支柱を隣の支柱に向けて傾倒された際に、支柱先端部が同じ方向に傾倒された隣の支柱の上面と重合させるようにすれば、支柱端部が地面に接触せず、錆等の腐食を抑えることができる。加えて、支柱を再び起立させる時は、作業者は法面を上り下りすることなく傾倒された支柱を立ち上げることが可能となり、作業性を高めることができる。   In the windbreak snow fence according to the present invention, when the column is tilted toward the adjacent column, if the column tip overlaps with the upper surface of the adjacent column tilted in the same direction, the column end is Corrosion such as rust can be suppressed without touching the ground. In addition, when the column is raised again, the operator can raise the tilted column without going up and down the slope, thereby improving workability.

又、本発明に係る防風雪柵において、支柱を隣の支柱に向けて傾倒された際に、支柱端部が隣の基礎ブロック上に重合させるようにすれば、支柱端部が地面に接触せず、錆等の腐食を抑えることができる。加えて、支柱を再び起立させる時は、作業者は法面を上り下りすることなく傾倒された支柱を立ち上げることが可能となり、作業性を高めることができる。   In addition, in the windbreak snow fence according to the present invention, when the column end is tilted toward the next column, if the column end overlaps with the next foundation block, the column end contacts the ground. Therefore, corrosion such as rust can be suppressed. In addition, when the column is raised again, the operator can raise the tilted column without going up and down the slope, thereby improving workability.

次に、本発明を実施するための最良の形態について図面を参照し、具体的に説明する。   Next, the best mode for carrying out the present invention will be specifically described with reference to the drawings.

すなわち、図1は本発明に係る防風雪柵において第一の実施形態を示す正面図、図2は図1のA−A断面における拡大縦断面図、図3は図1の側面図、図4は図3の部分拡大図、図5は本発明に係る防風雪柵の収納状態の一形態を示す正面図、図6は図5のC−C断面における拡大縦断面図、図7は図5の斜視図、図8は本発明に係る防風雪柵において第二の実施形態を示す正面図、図9は本発明に係る防風雪柵において第三の実施形態を示す平面図である。
である。
1 is a front view showing a first embodiment of a windproof snow fence according to the present invention, FIG. 2 is an enlarged longitudinal sectional view taken along a line AA in FIG. 1, FIG. 3 is a side view of FIG. Is a partially enlarged view of FIG. 3, FIG. 5 is a front view showing an embodiment of a storage state of the windproof snow fence according to the present invention, FIG. 6 is an enlarged vertical sectional view in the CC section of FIG. FIG. 8 is a front view showing the second embodiment of the windproof snow fence according to the present invention, and FIG. 9 is a plan view showing the third embodiment of the windproof snow fence according to the present invention.
It is.

先ず図1〜7は本発明に係る防風雪柵の第一の実施形態を示すもので、図1は道路側から見た正面図である。図1に示すように、間隔をおいて立設された支柱1の間にネット部材2が架設され、防風雪柵Pが形成されている。支柱1は、縦板状の2個のフランジ11とその間に配置された縦板状のウエブ12とからなる断面H型の鋼材であり、その表面は塗装やめっき等の処理が施されている。支柱1の材料は、大きな風圧のかかるネット部材2が架設されることを考慮すると金属製のものを用いるのが好ましく、一般的なH形鋼、アルミニウム、ステンレス、鉄鋼等の型材やパイプ等を適宜用いることができる。又、支柱1の上端には横桟13が架設されており、支柱1の間隔を保持すると共に、防風雪柵Pの剛性を高めることができる。   First, FIGS. 1-7 shows 1st embodiment of the windproof snow fence concerning this invention, FIG. 1 is the front view seen from the road side. As shown in FIG. 1, a net member 2 is erected between struts 1 erected at intervals, and a windproof snow fence P is formed. The support column 1 is a steel material having an H-shaped cross section composed of two vertical plate-like flanges 11 and a vertical plate-like web 12 arranged therebetween, and the surface thereof is subjected to treatment such as painting or plating. . In consideration of the fact that the net member 2 with a large wind pressure is installed, it is preferable to use a metal material for the support 1 such as a general H-shaped steel, aluminum, stainless steel, steel, or other molds or pipes. It can be used as appropriate. Further, a horizontal rail 13 is installed on the upper end of the support column 1 so that the space between the support columns 1 can be maintained and the rigidity of the windbreak snow fence P can be increased.

ネット部材2は、多数の透孔を有すると共に可撓性を備えたものであり、道路の側方からの風が透孔を通過するときの抵抗を利用して、道路側に吹き抜ける風の風速を低減させると共に、風によりネット部材2が振動して、ネット部材2に付着した雪が落ちやすく、雪により透孔が塞がれることを抑えることができるものである。   The net member 2 has a large number of through holes and has flexibility, and the wind speed of the wind blown to the road side using resistance when the wind from the side of the road passes through the through holes. In addition, the net member 2 is vibrated by the wind, so that the snow attached to the net member 2 can be easily dropped and the through-holes can be prevented from being blocked by the snow.

ネット部材2は、本実施形態においては、合成樹脂製の繊維からなる縦糸と横糸とによってネット状に形成されたものであり、縦糸と横糸との交点において互いに編み込まれて容易に解れないようになされたものである。尚、ネット部材2は、本実施形態に限られるものではなく、例えば、金属製の線材から構成されるものでもよく、或いは樹脂シートに多数の透孔を穿設したものでもよく、必要とされる強度や開口率、開口径等によって適宜選択することができる。又、本実施形態においては、収納性や運搬の容易性を考慮して、ネット部材2が巻き取り可能となるように可撓性を有するものであるが、例えば、ネット部材が複数の帯状部材からなり、これらが折り曲げ可能に連結されて折り畳み可能な形態となされたものでもよい。   In this embodiment, the net member 2 is formed in a net shape by warp and weft made of synthetic resin fibers so that the net member 2 is knitted together at the intersection of the warp and weft so that it cannot be easily unraveled. It was made. The net member 2 is not limited to the present embodiment, and may be composed of, for example, a metal wire, or may be a resin sheet having a large number of through holes, which is required. Depending on the strength, aperture ratio, aperture diameter, etc. In the present embodiment, the net member 2 has flexibility so that the net member 2 can be wound in consideration of storage properties and ease of transportation. For example, the net member has a plurality of belt-shaped members. These may be connected to each other so as to be foldable so as to be foldable.

ネット部材2の下端21は、図1に示すように、路面より上方に配置されている。これにより、道路の側方からの風は、一部は上記の如くネット部材2の透孔を通過すると共に、一部がネット部材2を避けて上方或いは下方に迂回するため、この下方に迂回した風が道路の路面上を吹き抜けることにより、路面上に積雪した雪を吹き払うことができる。   As shown in FIG. 1, the lower end 21 of the net member 2 is disposed above the road surface. As a result, a part of the wind from the side of the road passes through the through hole of the net member 2 as described above, and a part of the wind bypasses the net member 2 so as to detour upward or downward. The blown wind blows through the road surface, so that the snow accumulated on the road surface can be blown away.

図2は図1のA−A断面における拡大縦断面図である。ネット部材2は、その両端部を支持する支持部材3を介して支柱1の間に架設されている。支持部材3は、ネット部材2が巻き付けられる断面矩形状の軸部材31と、巻き付けられた軸部材31との間でネット部材2を挟持する断面L字状の押さえ部材32とからなる。そして、ネット部材2の両側端部は、上下に亘って支持部材3が取付けられると共に、支柱1のウエブ12から固定ボルトBが挿入され、押さえ部材及びネット部材2を経て軸部材31に挿通され、ワッシャW1及びナットN1で締結されている。そして、ナットN1の締結位置を適宜調節することによって、支柱1の間でネット部材2を左右方向に張設する。支持部材3は、支柱1の間にネット部材2を張設できるものであればよく、例えば、ネット部材2の側端部を支持する支持部と、ボルトBを介して支柱1に連結される連結部とが別体で形成されたものでもよい。支持部材3は、大きな風圧が加わるネット部材2を支持することを考慮すると金属製のものを用いるのが好ましく、アルミニウム、ステンレス、鉄鋼等のパイプ、形材や、それらにめっき、塗装を施したもの等を好適に用いることができる。   FIG. 2 is an enlarged longitudinal sectional view taken along the line AA of FIG. The net member 2 is installed between the columns 1 via support members 3 that support both ends of the net member 2. The support member 3 includes a shaft member 31 having a rectangular cross section around which the net member 2 is wound, and a pressing member 32 having an L-shaped cross section that sandwiches the net member 2 between the wound shaft member 31. The support member 3 is attached to the both side ends of the net member 2 in the vertical direction, and the fixing bolt B is inserted from the web 12 of the support column 1, and is inserted into the shaft member 31 through the pressing member and the net member 2. And a washer W1 and a nut N1. And the net member 2 is stretched between the support | pillars 1 by adjusting the fastening position of the nut N1 suitably. The support member 3 may be any member as long as the net member 2 can be stretched between the support columns 1. For example, the support member 3 is connected to the support column 1 via the support portion that supports the side end portion of the net member 2 and the bolt B. The connecting part may be formed separately. In consideration of supporting the net member 2 to which a large wind pressure is applied, the support member 3 is preferably made of metal, such as pipes and shapes such as aluminum, stainless steel and steel, and plated or painted on them. A thing etc. can be used conveniently.

図3は図1の側面図である。支柱1は、道路の路面Rの端部より下向きに傾斜した法面Sに適宜間隔をおいて突設された基礎ブロック4の上に立設されている。基礎ブロック4の上面には支柱1を支えるための支持台5が取付けられている。このように、防風雪柵Pは、路面端部から離れているので、除雪車の稼働に支障が生じることがなく、又除雪車により道路側方に除去された雪は法面に落下するため、防風雪柵Pのネット部材2の下端と路面との隙間が塞がりにくくなり、路面上に積雪した雪を吹き払う効果を維持することができる。   FIG. 3 is a side view of FIG. The support column 1 is erected on a foundation block 4 that protrudes at an appropriate interval from a slope S that is inclined downward from the end of the road surface R of the road. A support base 5 for supporting the column 1 is attached to the upper surface of the foundation block 4. As described above, since the windbreak snow fence P is away from the end of the road surface, there is no problem in the operation of the snowplow, and the snow removed to the side of the road by the snowplow falls to the slope. The gap between the lower end of the net member 2 of the windbreak snow fence P and the road surface is not easily blocked, and the effect of blowing off snow accumulated on the road surface can be maintained.

支持台5は、コンクリートの基礎ブロック4上に載置され、アンカーボルトB2によって固定されるベースプレート51と、このベースプレート51上に前後方向に間隔をあけて相対して形成された縦板部52とを備え、この両縦板部52の間に支柱1の下部が配置されて固定されている。そして、両縦板部52の上縁部は道路の路面Rと同じ高さかそれより低くなされている。縦板部52は、相対する縦板部52の反対面から縦リブが形成され、この縦リブの下端部がベースプレートに接合されている。本実施形態においては、縦リブは間隔をおいて2個設けられているが、縦板部52の支持するために必要な個数を適宜設けてよい。   The support base 5 is placed on the concrete base block 4 and fixed by anchor bolts B2, and a vertical plate portion 52 formed on the base plate 51 so as to be opposed to each other with a space in the front-rear direction. The lower part of the support | pillar 1 is arrange | positioned and fixed between both the vertical board parts 52. As shown in FIG. And the upper edge part of both the vertical board parts 52 is made the same height as the road surface R of a road, or lower than it. The vertical plate portion 52 is formed with a vertical rib from the opposite surface of the opposed vertical plate portion 52, and the lower end portion of the vertical rib is joined to the base plate. In the present embodiment, two vertical ribs are provided at an interval, but a necessary number for supporting the vertical plate portion 52 may be appropriately provided.

図4は、図3の支柱1の下部を拡大したものであり、(a)は拡大側面図、(b)は(a)のA−A断面における縦断面図である。支柱1は、支持台5の一方の縦板部52から支柱1の下部を経て、もう一方の縦板部52に挿通された固定ボルトB3により固定されている。固定ボルトB3は、支柱1の下部において、一方のフランジ11を通り、ウエブ12に形成された挿通孔14を経て、もう一方のフランジ11を通り、外部からは見えないようになされている。そして、この固定ボルトB3は、上下2段に設けられているので、固定ボルトB3の一方を外せば、もう一方の固定ボルトB3を軸として、支柱1が左右方向に傾倒可能となされている。   4 is an enlarged view of the lower part of the support column 1 of FIG. 3, (a) is an enlarged side view, and (b) is a longitudinal sectional view in the AA section of (a). The support column 1 is fixed by a fixing bolt B <b> 3 inserted from one vertical plate portion 52 of the support base 5 through the lower portion of the support column 1 to the other vertical plate portion 52. The fixing bolt B3 passes through one flange 11 in the lower part of the column 1 and passes through the insertion hole 14 formed in the web 12 and then passes through the other flange 11 so that it cannot be seen from the outside. Since the fixing bolt B3 is provided in two upper and lower stages, if one of the fixing bolts B3 is removed, the support column 1 can be tilted in the left-right direction around the other fixing bolt B3.

支持台5のベースプレート51には、支柱1のウエブ12において縦板状の一方の面に当接される当て板部53が設けられている。これにより、支柱1を左右方向に傾倒させる際、傾倒方向をいずれか一方のみに規制することができ、又、支柱1を傾倒状態から立設させる時は、支柱1が略垂直に立設された状態から更にそれを超えて反対方向に傾倒することはなく、支柱1の立設作業が容易となる。支持台5は、支柱1を支持することを考慮すると金属製のものを用いるのが好ましく、アルミニウム、ステンレス、鉄鋼等の板材や形材を溶接等で接合して形成したものや、それらにめっき、塗装を施したもの等を好適に用いることができる。   The base plate 51 of the support base 5 is provided with a contact plate portion 53 that comes into contact with one surface of the vertical plate shape of the web 12 of the support column 1. As a result, when the support column 1 is tilted in the left-right direction, the tilting direction can be restricted to only one of them, and when the support column 1 is erected from the tilted state, the support column 1 is erected substantially vertically. From this state, the column 1 is not further tilted in the opposite direction, and the column 1 can be easily erected. The support base 5 is preferably made of metal in consideration of supporting the support column 1, and is formed by joining a plate or shape material such as aluminum, stainless steel, steel, etc. by welding or the like, or plating them. A coated one can be suitably used.

図5〜7は、図1において、ネット部材2を収納して支柱1を左方向に傾倒させた後の状態を示すものであり、図5は支柱1の傾倒状態を示す部分拡大正面図、図6は図5のC−C断面における縦断面図、図7は図5の斜視図である。まず、ネット部材2の収納は、本実施形態では、ネット部材2の端部において一方の支持部材3を支柱1から外し、この支持部材3を芯として、もう一方の支持部材3側に向けてネット部材2を巻き取り、ネット部材2が支柱1に取付られた状態で、支柱1のH形の内側に収納するようにしたものである。尚、ネット部材2の両側の支持部材3を支柱1から外して収納してもよい。   5 to 7 show a state after the net member 2 is housed in FIG. 1 and the support column 1 is tilted leftward, and FIG. 5 is a partially enlarged front view showing the tilted state of the support column 1. 6 is a longitudinal sectional view taken along the line CC of FIG. 5, and FIG. 7 is a perspective view of FIG. First, in this embodiment, the net member 2 is accommodated by removing one support member 3 from the support column 1 at the end of the net member 2 and using the support member 3 as a core toward the other support member 3 side. The net member 2 is wound up, and the net member 2 is housed inside the H-shape of the column 1 with the net member 2 attached to the column 1. The support members 3 on both sides of the net member 2 may be removed from the support column 1 and stored.

次に、支柱1の下部において、上方の固定ボルトB3を外して、残った下方の固定ボルトB3を回動軸として支柱1を左側の隣の基礎ブロック4側に向けて傾倒させる。この時、作業者は、基礎ブロック4より下った側の法面Sに位置して支柱1の傾倒作業を行えば、水平面上に立設された同様な支柱を傾倒させる場合に比べて、作業者は比較的高い位置で支柱1を持って作業することができるので、作業者への負荷が低減され、作業性を向上させることができる。   Next, at the lower part of the support column 1, the upper fixing bolt B3 is removed, and the support column 1 is tilted toward the adjacent base block 4 on the left side using the remaining lower fixing bolt B3 as a rotation axis. At this time, if the operator performs the tilting work of the column 1 while being positioned on the slope S on the side lower than the base block 4, the worker can work compared to the case of tilting a similar column standing on the horizontal plane. Since the worker can work with the support column 1 at a relatively high position, the load on the worker is reduced and workability can be improved.

そして、傾倒させた支柱1の先端部15を、同方向に倒した隣の支柱1の上面に重合させる。これにより、支柱1の先端部15は、地面に接触せず地面より上方で保持されるので、支柱1の傾倒時に、支柱先端部が雨水等により錆等の腐食が起こりにくくなる。又、前記下方の固定ボルトB3を回動軸に支柱1を傾倒させているので、支柱1の先端部15を傾倒された隣の支柱1の上面に重合した際、支柱1の先端部15は回動軸の固定ボルトB3より高い位置で保持されることとなり、支柱1を傾倒させる際、或いは立設させる際、作業負荷がより軽減されると共に、支柱1は回動軸の固定ボルトB3側が低い傾斜状態となるので、支柱1及び支柱1の内側に収納されたネット部材2の箇所に雨水等が滞留せず、腐食等の不具合を防ぐことができる。   And the front-end | tip part 15 of the tilted support | pillar 1 is superposed on the upper surface of the adjacent support | pillar 1 tilted in the same direction. Thereby, since the front-end | tip part 15 of the support | pillar 1 does not contact the ground and is hold | maintained above the ground, when the support | pillar 1 tilts, corrosion, such as rust, does not occur easily at the front-end | tip part of a support | pillar by rain water. Further, since the support column 1 is tilted with the lower fixing bolt B3 as the rotation shaft, when the tip portion 15 of the support column 1 is superimposed on the upper surface of the tilted adjacent support column 1, the tip portion 15 of the support column 1 is When the support column 1 is held at a position higher than the fixed bolt B3 of the rotating shaft, the work load is further reduced when the support column 1 is tilted or erected. Since it becomes a low inclination state, rainwater etc. do not stay in the location of the support | pillar 1 and the net member 2 accommodated inside the support | pillar 1, and can prevent malfunctions, such as corrosion.

更に、本実施形態においては、傾倒させた支柱1の先端部15は、隣の基礎ブロック4上に取付けられた支持台5の縦板部52の間に配置されている。これにより、傾倒させた支柱1は、前後方向への移動が縦板部52により阻止されるため、不用意に前後方向にずれて生じる変形等の不具合は起こりにくくなる。   Furthermore, in this embodiment, the tip part 15 of the inclined support column 1 is disposed between the vertical plate parts 52 of the support base 5 attached on the adjacent base block 4. Thereby, since the tilted support | pillar 1 is prevented from moving in the front-rear direction by the vertical plate portion 52, problems such as deformations that are inadvertently shifted in the front-rear direction are less likely to occur.

加えて、傾倒させた支柱1の先端部15は、道路の路面Rより、低い位置で保持されている。これにより、支柱1を傾倒させた状態では、道路を通行する自動車等からの運転手からは、支柱1が見えにくく、景観を損なうことがない。このように、防風雪柵Pが不要となる期間は防風雪柵Pを別の場所へ移動させることがなく、設置場所に防風雪柵Pの支柱1等の部材を収納することができる。   In addition, the tip portion 15 of the tilted column 1 is held at a position lower than the road surface R of the road. Thereby, in the state which inclined the support | pillar 1, it is hard to see the support | pillar 1 from the driver | operator from the motor vehicle etc. which pass along a road, and a landscape is not impaired. Thus, during the period when the windbreak snow fence P is unnecessary, the windbreak snow fence P is not moved to another place, and the members such as the columns 1 of the windbreak snow fence P can be stored in the installation place.

図8,9は、防風雪柵Pの第二,第三の実施形態を示す正面図である。本実施形態に係る防風雪柵Pは、図5,7に示された防風雪柵Pと比べて、支柱1を傾倒させた際の支柱1の先端部15の支持形態が異なるのみであり、その他の点については、図5,7に示された防風雪柵Pと同様である。   8 and 9 are front views showing second and third embodiments of the windproof snow fence P. FIG. The windbreak snow fence P according to the present embodiment is different from the windbreak snow fence P shown in FIGS. 5 and 7 only in the support form of the tip 15 of the support column 1 when the support column 1 is tilted. About another point, it is the same as that of the windproof snow fence P shown by FIG.

すなわち、図8に示された防風雪柵Pは、支柱1の長さが比較的短いものであり、支柱1を傾倒させた際に、先端部15が隣の基礎ブロック4上に重合されて支持されるものである。その他の点については、図5,7に示された防風雪柵Pと同様である。尚、支柱1の長さが更に短く、支柱1を傾倒させた際に、基礎ブロック4と重合せず、先端部15が法面S上に位置する場合は、その法面Sの位置に予備のブロックやスペーサー等を利用して、先端部15が法面Sに接触しないようにする。   That is, the windbreak snow fence P shown in FIG. 8 has a relatively short length of the support column 1, and when the support column 1 is tilted, the tip 15 is superposed on the adjacent base block 4. It is what is supported. About another point, it is the same as that of the windproof snow fence P shown by FIG. In addition, when the length of the support | pillar 1 is still shorter and the support | pillar 1 is tilted, when it does not overlap with the foundation block 4 and the front-end | tip part 15 is located on the slope S, it reserves in the position of the slope S. The tip 15 is prevented from coming into contact with the slope S by using a block or a spacer.

又、図9に示された防風雪柵Pは、支柱1の長さが比較的長いものであり、支柱1の上端部に斜め上方に向けて折れ部16が形成されたものである。そして、支柱1を傾倒させた際に折れ部が基礎ブロック4上に重合されて支持されるものである。その他の点については、図5,7に示された防風雪柵Pと同様である。尚、折れ部16の形態は、図9に示されるように支柱1の本体に対して斜め上方に形成されたものに限定されるものではなく、例えば、支柱1の本体から折れ部16が斜め上方或いは垂直方向に設けられ、更に折れ部16の先端が再び支柱1の本体と同方向に立ち上がるように形成されたものでもよい。つまり、支柱1が比較的長く形成された場合に、図5、7の形態では、支柱1を傾倒させた際に、支柱1どうしの重合部分が支柱1の長手方向に長くなって支柱1を持ち上げにくくなる場合があり、支柱1の設置間隔と支柱1の長さ等を考慮して適宜選択することができる。   Further, the windproof snow fence P shown in FIG. 9 is one in which the length of the support column 1 is relatively long, and a bent portion 16 is formed obliquely upward at the upper end portion of the support column 1. And when the support | pillar 1 is tilted, a folding part is superposed | polymerized on the base block 4, and is supported. About another point, it is the same as that of the windproof snow fence P shown by FIG. In addition, the form of the folding part 16 is not limited to what was formed diagonally upward with respect to the main body of the support | pillar 1 as FIG. 9 shows, for example, the folding part 16 is diagonally inclined from the main body of the support | pillar 1 It may be provided in the upward or vertical direction, and may be formed so that the tip of the bent portion 16 rises again in the same direction as the main body of the column 1. That is, when the support column 1 is formed relatively long, in the form of FIGS. 5 and 7, when the support column 1 is tilted, the overlapping portion of the support columns 1 becomes longer in the longitudinal direction of the support column 1 and the support column 1 is It may be difficult to lift, and can be selected as appropriate in consideration of the installation interval of the columns 1 and the length of the columns 1.

本発明に係る防風雪柵の実施の一形態を示す正面図である。It is a front view which shows one Embodiment of the windproof snow fence which concerns on this invention. 図1のA−A断面における拡大縦断面図である。FIG. 2 is an enlarged longitudinal sectional view taken along a line AA in FIG. 1. 図1の側面図である。It is a side view of FIG. 図3の部分拡大図である。FIG. 4 is a partially enlarged view of FIG. 3. 本発明に係る防風雪柵の収納状態の一形態を示す正面図である。It is a front view which shows one form of the accommodation state of the windproof snow fence which concerns on this invention. 図5のC−C断面における拡大縦断面図である。FIG. 6 is an enlarged longitudinal sectional view taken along the line CC in FIG. 5. 図5の斜視図である。FIG. 6 is a perspective view of FIG. 5. 本発明に係る防風雪柵において第二の実施形態を示す正面図である。It is a front view which shows 2nd embodiment in the windproof snow fence which concerns on this invention. 本発明に係る防風雪柵において第三の実施形態を示す平面図である。It is a top view which shows 3rd embodiment in the windproof snow fence which concerns on this invention.

符号の説明Explanation of symbols

1 支柱
11 フランジ
12 ウエブ
15 先端部
16 折れ部
2 ネット部材
21 下端
3 支持部材
4 基礎ブロック
5 支持台
52 縦板部
B3 固定ボルト
P 防風雪柵
R 道路の路面
S 法面
DESCRIPTION OF SYMBOLS 1 support | pillar 11 flange 12 web 15 front-end | tip part 16 bent part 2 net member 21 lower end 3 support member 4 foundation block 5 support stand 52 vertical plate part B3 fixing bolt P windproof snow fence R road surface S slope

Claims (3)

支柱の間で着脱可能に支持するネット部材の下端を道路の路面より上方に配置されると共に、前記支柱は、道路の路面端部より下向きに傾斜した法面に突設された基礎ブロック上に立設され、さらに前記支柱は隣の支柱に向けて傾倒可能となされ、且つ傾倒された該支柱の先端部は、道路の路面より下方の位置で支持されるようになされたことを特徴とする防風雪柵。   The lower end of the net member that is detachably supported between the pillars is disposed above the road surface of the road, and the pillar is on a foundation block protruding on a slope inclined downward from the road surface end of the road. Further, the column is tilted toward the next column and the tip of the tilted column is supported at a position below the road surface of the road. Windproof snow fence. 前記支柱は、隣の支柱に向けて傾倒された際に、支柱先端部が同じ方向に傾倒された隣の支柱の上面と重合されることを特徴とする請求項1に記載の防風雪柵。   2. The windbreak snow fence according to claim 1, wherein when the support column is tilted toward the next support column, a top end portion of the support column is overlapped with an upper surface of the next support column tilted in the same direction. 前記支柱は、隣の支柱に向けて傾倒された際に、支柱端部が隣の基礎ブロック上に重合されることを特徴とする請求項1に記載の防風雪柵。   2. The windbreak snow fence according to claim 1, wherein when the support column is tilted toward the next support column, the end of the support column is superposed on the next foundation block.
JP2008142608A 2008-05-30 2008-05-30 Windbreak snow fence Active JP5080361B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2008142608A JP5080361B2 (en) 2008-05-30 2008-05-30 Windbreak snow fence

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2008142608A JP5080361B2 (en) 2008-05-30 2008-05-30 Windbreak snow fence

Publications (2)

Publication Number Publication Date
JP2009287323A true JP2009287323A (en) 2009-12-10
JP5080361B2 JP5080361B2 (en) 2012-11-21

Family

ID=41456800

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2008142608A Active JP5080361B2 (en) 2008-05-30 2008-05-30 Windbreak snow fence

Country Status (1)

Country Link
JP (1) JP5080361B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018021413A (en) * 2016-08-05 2018-02-08 積水樹脂株式会社 Wind and snow protection fence
JP2020060080A (en) * 2018-10-05 2020-04-16 株式会社Ttk Strut and windbreak snow shields using the same

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0959938A (en) * 1995-08-28 1997-03-04 Tateyama Alum Ind Co Ltd Protection fence against wind and snow
JPH10219629A (en) * 1997-02-10 1998-08-18 Tokyo Seiko Co Ltd Windproof and snowproof fence with spike and its folding and erecting method
JP2001049624A (en) * 1999-08-10 2001-02-20 Tohoku Tsushin Kensetsu Kk Snow protective-windbreak fence capable of being housed
JP2005068742A (en) * 2003-08-21 2005-03-17 Nippon Steel Metal Prod Co Ltd Blowout type snow preventive fence

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0959938A (en) * 1995-08-28 1997-03-04 Tateyama Alum Ind Co Ltd Protection fence against wind and snow
JPH10219629A (en) * 1997-02-10 1998-08-18 Tokyo Seiko Co Ltd Windproof and snowproof fence with spike and its folding and erecting method
JP2001049624A (en) * 1999-08-10 2001-02-20 Tohoku Tsushin Kensetsu Kk Snow protective-windbreak fence capable of being housed
JP2005068742A (en) * 2003-08-21 2005-03-17 Nippon Steel Metal Prod Co Ltd Blowout type snow preventive fence

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018021413A (en) * 2016-08-05 2018-02-08 積水樹脂株式会社 Wind and snow protection fence
JP2020060080A (en) * 2018-10-05 2020-04-16 株式会社Ttk Strut and windbreak snow shields using the same
JP6992940B2 (en) 2018-10-05 2022-01-13 株式会社Ttk Supports and windbreak snow shields using them

Also Published As

Publication number Publication date
JP5080361B2 (en) 2012-11-21

Similar Documents

Publication Publication Date Title
JP5080361B2 (en) Windbreak snow fence
KR200464951Y1 (en) Prefabricated cabstand structure which has a aerodynamic roof
JP5046900B2 (en) Protective fence
JP4949306B2 (en) Windproof snow fence and installation method of windproof snow fence
WO2019044632A1 (en) Roof structure and construction method for same
JP2005351047A (en) Reinforcing structure of guard fence
JP4829759B2 (en) Protective fence
JP4503252B2 (en) Blown snow fence
JP4025318B2 (en) Retractable roof
JP6652462B2 (en) Bridge fence
KR101333073B1 (en) Roof type soundproofed wall with reinforcing tendon
JP5132615B2 (en) Blowout type snow fence
JP3825361B2 (en) Wind-up wind and snow fence
JP4336257B2 (en) Snow fall fence foundation fall prevention work
EP2189597A1 (en) A temporary metal fence for restricting access
JP3846784B2 (en) Foldable fence
JP5519967B2 (en) Protective fence
JP5829901B2 (en) Guard fence support and support for bridge
JP3557527B2 (en) Foldable windproof snow fence
JP2009030437A (en) Blowing-away snow fence
JP3811384B2 (en) Folding top and bottom shunt type windbreak snow fence
JP6847791B2 (en) Roof structure
JP2009228298A (en) Joint structure between post and horizontal bar
JP3112754U (en) Manual hoisting device for snow fence post
JPH0621931Y2 (en) Vertical vertical folding snow fence

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20110326

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20120530

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20120605

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20120801

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20120821

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20120830

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150907

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 5080361

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150