JP2016176303A - Foundation displacement prevention body - Google Patents

Foundation displacement prevention body Download PDF

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JP2016176303A
JP2016176303A JP2015058973A JP2015058973A JP2016176303A JP 2016176303 A JP2016176303 A JP 2016176303A JP 2015058973 A JP2015058973 A JP 2015058973A JP 2015058973 A JP2015058973 A JP 2015058973A JP 2016176303 A JP2016176303 A JP 2016176303A
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foundation
prevention body
displacement prevention
roadside
arm
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JP6491002B2 (en
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智和 今野
Tomokazu Konno
智和 今野
健二 入江
Kenji Irie
健二 入江
国弘 柏崎
Kunihiro Kashiwazaki
国弘 柏崎
忍 東
Shinobu Azuma
忍 東
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HOKKAIDO GASON KK
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HOKKAIDO GASON KK
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Abstract

PROBLEM TO BE SOLVED: To provide a low-priced foundation displacement prevention body of a simple configuration that offers high strength and stability by being installed in a way that suits a slope surface on a roadside, may be installed readily in a short period of time, and may be installed on an existing storm and snow protection fence also.SOLUTION: A storm and snow protection fence 1 includes a foundation 2 buried on roadside 22, a support post 4 erected on the foundation 2, and a shielding plate spanned between support posts 4, 4 in a row. A foundation displacement prevention body 5 provided on the foundation 2 includes a long arm member 6 having a base edge side 6A supported on the foundation 2, and an engaging member 8 provided on a distal edge side 6B of the arm member 6, to be driven into a slope surface 22A on the roadside 22.SELECTED DRAWING: Figure 1

Description

本発明は、決まった季節に一定方向から強風や雪が吹付ける地域において、交通の安全を確保するために道路の風上側の路側に沿って立設する防風雪柵を支持する基礎変位防止体に関する。   TECHNICAL FIELD The present invention relates to a foundation displacement prevention body that supports a windbreak snow fence standing along a windward side of a road in order to ensure traffic safety in an area where strong winds and snow blow from a certain direction in a certain season. .

冬季に風や吹雪が一定の方向から強く吹く地域では交通、特に自動車の走行時の安全を確保するために道路の路側に沿って防風雪柵を列設することが行われている。そして、多くの道路は強度性、耐久性を持たせるために砕石の敷設、盛土及びアスファルト舗装といった多層構造の盛土断面からなるため、道路は周囲よりも高い位置に形成されて路側の外側は斜面になっている場合が多い。
そして、図7に示すように、防風雪柵21を設置する幅員を十分に確保できない路側22にあっては、防風雪柵21を構成する基礎21Aはその全部が路側22に埋設されずに、背面の一部が路側22の斜面22Aから露出した状態になる場合がある。
In areas where wind and snowstorms blow strongly from a certain direction in winter, windbreak snow fences are lined up along the roadside to ensure traffic, especially when driving a car. And since many roads are made of multi-layered embankment sections such as crushed stone, embankment and asphalt pavement to give strength and durability, the road is formed at a higher position than the surroundings, and the roadside outside is a slope In many cases.
And as shown in FIG. 7, in the road side 22 which cannot fully secure the width | variety which installs the wind-proof snow fence 21, all the foundations 21A which comprise the wind-proof snow fence 21 are not embed | buried in the road side 22, A part of the back surface may be exposed from the slope 22A on the road side 22.

防風雪柵21は図7に示す矢示イ方向の一定の方向から吹き付ける強い風や吹雪の順風に対応して設置するのが普通であり、この場合は防風雪柵21の基礎21Aの一部が路側22の斜面22Aから露出した状態であっても格別問題は起きない。   The windbreak snow fence 21 is usually installed corresponding to the strong wind blown from a certain direction indicated by the arrow shown in FIG. 7 or the smooth wind of the snowstorm. In this case, a part of the foundation 21A of the windbreak snow fence 21 is provided. Even if it is in the state exposed from the slope 22A of the roadside 22, no particular problem occurs.

しかし、異常気象等の気候変動によって、矢示ロ方向の逆方向から防風雪柵21に強い風や吹雪が吹き付ける場合がある(図8参照)。この場合、基礎21Aの一部が路側22から露出している防風雪柵21にあっては、風圧に対して基礎21Aを支える土圧が不足し、土との摩擦力や自重では支えきれずに防風雪柵21が後方、即ち道路外側に傾き(図9参照)、最悪の場合には転倒する事態も生じている。また、豪雨によって路側22が軟化し、このために基礎21Aが設置場所から滑動してしまうといった事態も生じている。 However, strong winds or snowstorms may blow on the windproof snow fence 21 from the opposite direction of the arrow B due to climate change such as abnormal weather (see FIG. 8). In this case, in the windbreak snow fence 21 in which a part of the foundation 21A is exposed from the road side 22, the earth pressure that supports the foundation 21A is insufficient with respect to the wind pressure, and cannot be supported by the frictional force with the soil or the own weight. In addition, there is a situation in which the windbreak snow fence 21 is tilted rearward, that is, outside the road (see FIG. 9), and in the worst case, it falls. Moreover, the road side 22 is softened by heavy rain, and the situation where the foundation 21A slides from an installation place for this has also arisen.

そこで、防風雪柵をより強度に支える技術として、防雪柵2の転倒防止具4が提案されている。この転倒防止具4は、四角形の支圧板4a上に幅方向両側に位置して一対の直角三角形のサポート部材4bを立設して構成したもので、該基礎コンクリート3の反道路側部位に支圧板4aを配置し、サポート部材4b、4bを基礎コンクリート3の反道路側面に結合一体化することにより、基礎コンクリート3の底面積を広げる、というものである(特許文献1)。   Then, the fall prevention tool 4 of the snow fence 2 is proposed as a technique which supports a windproof snow fence more strongly. This overturn prevention tool 4 is constructed by standing a pair of right-angled triangular support members 4b on both sides in the width direction on a square bearing plate 4a. By disposing the pressure plate 4a and connecting and integrating the support members 4b and 4b to the opposite road side surface of the basic concrete 3, the bottom area of the basic concrete 3 is increased (Patent Document 1).

特許第4336257号特許公報Patent No. 4336257

しかし、特許文献1の転倒防止具4は、支圧板4aを地盤50上で基礎3と位置合わせする、基礎3に打ち込んだアンカー6にサポート部材4bを位置合わせしてボルト4d・ナット4eで締結するといった多くの、また手間の掛る作業が多数の基礎3毎に必要である。このように、掘削作業や組み付け作業が必要で作業効率が悪い、防止具4に高い製作コストが掛る、路側には防止具4を設置するスペースが必要であるために設置場所が限られる、といった幾多の欠点がある。   However, the fall prevention tool 4 of Patent Document 1 aligns the support plate 4a with the foundation 3 on the ground 50, aligns the support member 4b with the anchor 6 driven into the foundation 3, and fastens it with bolts 4d and nuts 4e. A lot of troublesome work, such as doing, is required for each of the many foundations 3. In this way, excavation work and assembly work are necessary and work efficiency is poor, the production cost of the preventer 4 is high, and the installation location is limited because a space for installing the protector 4 is required on the road side. There are a number of drawbacks.

本発明は上述した従来技術の諸欠点に鑑みなされたもので、構成が簡単で安価であるし、路側の斜面に対応して設置できるので強度性と安定性に優れており、また設置時の作業も容易で短時間で設置が可能であり、しかも既設の防風雪柵にも設けることができる基礎変位防止体を提供することを目的とする。   The present invention has been made in view of the above-mentioned drawbacks of the prior art, and is simple and inexpensive, and can be installed corresponding to roadside slopes, so it has excellent strength and stability. An object of the present invention is to provide a foundation displacement prevention body that is easy to work and can be installed in a short time, and that can also be installed on existing windproof snow fences.

上述した課題を解決するための本発明を構成する手段は、路側に埋設するブロック状の基礎と、該基礎に立設され、所定の間隔で列設する他の支柱との間で遮蔽板を支持する支柱とからなる防風雪柵に、基端側を前記基礎に支持させるアーム材と、該アーム材の先端側に設けることにより前記路側に係止する係止材とから構成して設けたものからなる。   Means constituting the present invention for solving the above-described problem is that a shielding plate is provided between a block-like foundation embedded on the road side and other support pillars standing on the foundation and arranged at a predetermined interval. A windbreak snow fence composed of supporting struts is provided with an arm material that supports the base side on the foundation and a locking material that locks to the road side by providing the arm material on the tip side. Consists of things.

そして、前記係止材は、前記基礎に対して上下方向に変位可能に構成するとよい。   And it is good to comprise the said latching material so that a displacement in an up-down direction is possible with respect to the said foundation.

また、前記アーム材は、伸縮可能に構成するとよい。 The arm material may be configured to be extendable and contractible.

また、前記係止材は、前記アーム材に設けられる基板と、該基板から下向きに突出形成されて前記路側の斜面に打ち込む突起とから構成するとよい。 Further, the locking member may be composed of a substrate provided on the arm member, and a protrusion that protrudes downward from the substrate and is driven into the road-side slope.

更に、前記係止材は、前記路側に打ち込むアンカーピンによって固定するようにするとよい。   Further, the locking member may be fixed by an anchor pin driven into the road side.

本発明は叙上の如く構成したから、下記の諸効果を奏する。
(1)アーム材の先端側に路側に係止する係止材を設けた基礎変位防止体を基礎に設けたから、基礎の一部が路側から露出している設置場所でも防風雪柵が逆風によって傾斜し、或いは転倒する事態を防止することができる。
(2)基礎変位防止体は基礎に対して係止材が上下方向に変位可能に構成してあるので、設置場所によって路側の斜面の角度が異なっている場合でも対応することができる。
(3)アーム材は伸縮可能に構成したから、防風雪柵を設置する路側の斜面状況に応じて斜面に係止することができる。
(4)係止材は、アーム材に設ける基板と、基板から下向きに突出して斜面に打ち込む突起とから構成したので、路側に確実に係止して風圧に対して防風雪柵を確実に支えることができる。
(5)係止材は路側に打ち込むアンカーピンによって固定するようにしたから、路側が軟弱な地質であっても防風雪柵を確実に支持することができる。
Since the present invention is configured as described above, the following effects are obtained.
(1) Since the foundation displacement prevention body provided with a locking material that locks to the road side at the tip side of the arm material is provided on the foundation, the windbreak snow fence is caused by the headwind even in the installation location where a part of the foundation is exposed from the roadside It is possible to prevent an inclination or a situation of falling.
(2) Since the base displacement prevention body is configured such that the locking member can be displaced in the vertical direction with respect to the base, it can cope with the case where the angle of the road-side slope differs depending on the installation location.
(3) Since the arm material is configured to be extendable and retractable, it can be locked to the slope according to the slope condition on the road side where the windbreak snow fence is installed.
(4) Since the locking member is composed of a substrate provided on the arm member and a protrusion that protrudes downward from the substrate and strikes the slope, the locking member is securely locked to the road side and reliably supports the windproof snow fence against wind pressure. be able to.
(5) Since the locking member is fixed by an anchor pin driven into the road side, the windproof snow fence can be reliably supported even when the road side is soft.

図1乃至図6は本発明の実施の形態に係り、図1は防風雪柵に設けた基礎変位防止体の側面図である。FIG. 1 thru | or FIG. 6 concerns on embodiment of this invention, FIG. 1 is a side view of the foundation displacement prevention body provided in the windbreak snow fence. 基礎変位防止体の斜視図である。It is a perspective view of a foundation displacement prevention body. 係止材の正面図である。It is a front view of a locking material. 係止材の側面図である。It is a side view of a locking material. 変形例に係る基礎変位防止体の側面図である。It is a side view of the foundation displacement prevention body concerning a modification. 他の変形例に係るアーム材の部分側面図である。It is a partial side view of the arm material which concerns on another modification. 図7乃至図9は従来技術に係り、図7は路側に設置した防風雪柵が順風を受ける状態の側面図である。FIGS. 7 to 9 relate to the prior art, and FIG. 7 is a side view of a windbreak snow fence installed on the roadside receiving smooth wind. 防風雪柵が逆風を受ける状態の側面図である。It is a side view of the state where a windbreak snow fence receives a reverse wind. 防風雪柵が逆風により傾斜した状態の説明図である。It is explanatory drawing of the state in which the windbreak snow fence was inclined by the reverse wind.

以下、本発明の実施の形態を図1乃至図6に基き詳述する。図1乃至図4において、1は防風雪柵、2は該防風雪柵1を構成し、路側22に埋設したコンクリート製ブロックからなる基礎で、該基礎2の上面2Aには後述する支柱4を支持するための植込ボルト3、3、・・が設けてある。4は鋼材からなる支柱を示し、該支柱4は溶接により固着したプレート板4Aを前記植込ボルト3にナットで締着することにより、基礎2上に立設してある。そして、同様に基礎2上に立設して列設した支柱4との間に図示しない防風雪板が架設してある。   Embodiments of the present invention will be described in detail below with reference to FIGS. In FIG. 1 to FIG. 4, 1 is a windproof snow fence, 2 is a foundation made up of a concrete block that constitutes the windproof snow fence 1 and is embedded in the road side 22, and a post 4 described later is provided on the upper surface 2 </ b> A of the foundation 2. The studs 3, 3,... For supporting are provided. Reference numeral 4 denotes a steel column. The column 4 is erected on the foundation 2 by fastening a plate plate 4A fixed by welding to the stud bolt 3 with a nut. In the same manner, a windproof snow plate (not shown) is installed between the columns 4 which are erected on the foundation 2 and arranged in a row.

5は前記路側22に設けた防風雪柵1を支持するための基礎変位防止体を示す。6は該基礎変位防止体5を構成するアーム材で、該アーム材6はコ字型材からなり、基端側6Aが基礎2の側面にボルト・ナット7により締着してある。なお、アーム材6にはコ字型材に限らずパイプ、型鋼類を使用してもよい。   Reference numeral 5 denotes a foundation displacement prevention body for supporting the windproof snow fence 1 provided on the road side 22. Reference numeral 6 denotes an arm material that constitutes the foundation displacement prevention body 5, and the arm material 6 is made of a U-shaped material, and a base end side 6 </ b> A is fastened to a side surface of the foundation 2 with bolts and nuts 7. Note that the arm material 6 is not limited to the U-shaped material, and pipes and steel molds may be used.

8は前記アーム材6の先端側6Bに設けた係止材を示す。該係止材8は図2乃至図4に示すように、四角形の基板8Aと、該基板8Aの前縁から下向きに形成した前側係止片8Bと、基板8Aの後縁から下向きに形成した後側係止片8Cと、基板8Aの幅方向中央に立設した取付片8Dとから構成してあり、前側係止片8Bは中央下端が突出する5角形状に形成して路側22に確実に食い込むようにしてある。
上述の構成からなる係止材8は、前、後係止片8B、8Cを下向きの状態にして取付片8Dをアーム材6の先端側6Bにボルト・ナット9で締着することによりアーム材6に設けてある。
Reference numeral 8 denotes a locking member provided on the distal end side 6B of the arm member 6. As shown in FIGS. 2 to 4, the locking member 8 is formed with a rectangular substrate 8A, a front locking piece 8B formed downward from the front edge of the substrate 8A, and downward from the rear edge of the substrate 8A. The rear locking piece 8C is composed of a mounting piece 8D erected at the center in the width direction of the substrate 8A. The front locking piece 8B is formed in a pentagonal shape with the lower end at the center protruding so as to be surely attached to the road side 22. I'm trying to bite into.
The locking member 8 having the above-described configuration is obtained by fastening the mounting piece 8D to the distal end side 6B of the arm member 6 with the bolt and nut 9 with the front and rear locking pieces 8B and 8C facing downward. 6 is provided.

上述の構成からなる防風雪柵1は、路側22に沿って地盤を掘削して設置し、路側22の斜面22Aに基礎変位防止体5を係着する。即ち、基礎変位防止体5を斜面22Aの傾斜に合わせて伸長し、係止材8を押圧して斜面22Aに前、後係止片8B、8Cを打ち込む。
これにより、基礎変位防止体5は斜面22Aに確実に係止した状態になり、防風雪柵1が矢示ロ方向の逆風を強く受けても基礎変位防止体5が支えることで基礎2が傾くのを防止することができる。
The windbreak snow fence 1 having the above-described configuration is installed by excavating the ground along the road side 22, and the foundation displacement prevention body 5 is attached to the slope 22 </ b> A on the road side 22. That is, the base displacement preventing body 5 is extended in accordance with the inclination of the inclined surface 22A, and the locking member 8 is pressed to drive the front and rear locking pieces 8B and 8C into the inclined surface 22A.
As a result, the foundation displacement prevention body 5 is securely locked to the inclined surface 22A, and the foundation 2 tilts as the foundation displacement prevention body 5 supports even if the windbreak snow fence 1 receives strong backwind in the direction indicated by arrow B. Can be prevented.

図5は本実施の形態の変形例を示す。その特徴は、係止体8の基板8Aに予め穿設してある穴8E(図2参照)にアンカーピン9を挿通し、該アンカーピン9を斜面22Aに打ち込むことにより、路側22が軟弱地盤で前、後係止片8B、8Cの食い込みが弱い場合でも係止体8を確実に路側22に係止することができる。   FIG. 5 shows a modification of the present embodiment. The feature is that an anchor pin 9 is inserted into a hole 8E (see FIG. 2) previously drilled in the base plate 8A of the locking body 8, and the anchor pin 9 is driven into the inclined surface 22A. Thus, even when the front and rear locking pieces 8B and 8C are weakly bitten, the locking body 8 can be reliably locked to the road side 22.

図6は他の変形例を示す。図において、10は基礎変位防止体、11は該基礎変位防止体10を構成するアーム材で、該アーム材11は基礎2にボルト・ナット7により締着する固定アーム部11Aと、該固定アーム部11Aの先端側にボルト・ナット12により締着した可動アーム部11Bとから構成し、可動アーム部11Bの先端側に係止材8が設けてある。   FIG. 6 shows another modification. In the figure, reference numeral 10 denotes a foundation displacement prevention body, 11 denotes an arm material constituting the foundation displacement prevention body 10, and the arm material 11 is fixed to a foundation 2 by bolts and nuts 7, and a fixed arm portion 11 A. The movable arm portion 11B is fastened with bolts and nuts 12 to the distal end side of the portion 11A, and a locking member 8 is provided on the distal end side of the movable arm portion 11B.

このようにアーム材11は固定アーム部11Aと可動アーム部11Bの2部材をピン結合し、可動アーム部11Bが上下方向に変位可能に構成したから、路側22の傾斜角度が異なる場合にも係止材8を路側22の斜面22Aに合わせることでき、前、後係止片8B、8Cを斜面22Aに確実に食い込ませることができる。
なお、係止材8を上下方向に変位可能であれば、基礎2に対してアーム材6の基端側6Aを回動可能に軸着する構成にしてもよい。
As described above, the arm member 11 is configured such that the fixed arm portion 11A and the movable arm portion 11B are pin-coupled so that the movable arm portion 11B can be displaced in the vertical direction. The stop material 8 can be matched with the slope 22A of the road side 22, and the front and rear locking pieces 8B and 8C can be reliably bited into the slope 22A.
If the locking member 8 can be displaced in the vertical direction, the base end side 6 </ b> A of the arm member 6 may be pivotally attached to the base 2.

更に、図示しないが、アーム材6は伸縮可能に構成してもよい。この構成により係止体8の位置を斜面22Aに対して前後方向に変えることができるので斜面22Aの状況に対応して係止体8を係止することができる。   Further, although not shown, the arm member 6 may be configured to be extendable. With this configuration, the position of the locking body 8 can be changed in the front-rear direction with respect to the inclined surface 22A, so that the locking body 8 can be locked in accordance with the situation of the inclined surface 22A.

また、基礎変位防止体5は、既設の防風雪柵の基礎2に後付けして用いてもよいものである。   The foundation displacement prevention body 5 may be retrofitted to the existing windbreak snow fence foundation 2.

1 防風雪柵
2 基礎
4 支柱
5、10 基礎変位防止体
6、11 アーム材
8 係止材
8A 基板
8B 係止片
9 アンカーピン
22 路側
22A 斜面
DESCRIPTION OF SYMBOLS 1 Windbreak snow fence 2 Foundation 4 Support | pillar 5, 10 Foundation displacement prevention body 6, 11 Arm material 8 Locking material 8A Board | substrate 8B Locking piece 9 Anchor pin 22 Road side 22A Slope

Claims (5)

路側に埋設するブロック状の基礎と、該基礎に立設され、所定の間隔で列設する他の支柱との間で遮蔽板を支持する支柱とからなる防風雪柵に、基端側を前記基礎に支持させるアーム材と、該アーム材の先端側に設けることにより前記路側に係止する係止材とから構成して設けてなる基礎変位防止体。   A windbreak snow fence comprising a block-shaped foundation buried on the roadside and a pillar that stands upright on the foundation and supports the shielding plate between the pillars arranged at a predetermined interval, the base end side is said A foundation displacement prevention body comprising an arm material supported by a foundation and a locking material that is provided on a distal end side of the arm material to be locked to the road side. 前記係止材は、前記基礎に対して上下方向に変位可能に構成してあることを特徴とする請求項1記載の基礎変位防止体。   The foundation displacement preventing body according to claim 1, wherein the locking member is configured to be displaceable in a vertical direction with respect to the foundation. 前記アーム材は、伸縮可能に構成してあることを特徴とする請求項1記載の基礎変位防止体。   The foundation displacement prevention body according to claim 1, wherein the arm material is configured to be extendable and contractible. 前記係止材は、前記アーム材に設けられる基板と、該基板から下向きに突出形成することにより前記路側の斜面に打ち込む突起とから構成してなる請求項1記載の基礎変位防止体。   2. The foundation displacement prevention body according to claim 1, wherein the locking member comprises a substrate provided on the arm member and a protrusion that projects downward from the substrate to be driven into the road-side slope. 前記係止材は、前記路側に打ち込むアンカーピンによって固定するようにしたことを特徴とする請求項1記載の基礎変位防止体。   The foundation displacement prevention body according to claim 1, wherein the locking member is fixed by an anchor pin driven into the road side.
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Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5029729U (en) * 1973-07-12 1975-04-03
JPS57187812U (en) * 1981-05-27 1982-11-29
JPS5927211U (en) * 1982-08-09 1984-02-20 村上 英穂 Snow protection fence that allows snow protection boards to be fixed horizontally when not in use
JPS612549U (en) * 1984-06-08 1986-01-09 株式会社 豊進製作所 Support foundation for columnar structures
JPH04112918U (en) * 1991-03-22 1992-10-01 川崎製鉄株式会社 Steel wall balustrade
JPH08302678A (en) * 1995-05-10 1996-11-19 Tokyo Seiko Co Ltd Anchor with earth pressure plate
JP2001226925A (en) * 2001-01-23 2001-08-24 Daito Giken Kk Temporary guard fence and temporary guard-fence assembly construction method
JP2004143867A (en) * 2002-10-28 2004-05-20 Minoru Kitagawa Supporting device for post and rope and its installation method
JP2005194850A (en) * 2004-01-03 2005-07-21 Katsuto Toriyama Collapse prevention mechanism for buried overhead wire column
JP3138408U (en) * 2007-10-19 2007-12-27 株式会社日本パーツセンター Protective fence
JP4336257B2 (en) * 2004-06-24 2009-09-30 東京製綱株式会社 Snow fall fence foundation fall prevention work
JP2011140798A (en) * 2010-01-07 2011-07-21 Chugoku Electric Power Co Inc:The Partitioning pole
JP2014029070A (en) * 2012-07-31 2014-02-13 Diguard Engineering:Kk Guard fence and bulk-increasing method of existing guard fence
US20140083025A1 (en) * 2011-05-11 2014-03-27 Imagine Tf, Llc Anchoring system with post angular adjustment

Patent Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5029729U (en) * 1973-07-12 1975-04-03
JPS57187812U (en) * 1981-05-27 1982-11-29
JPS5927211U (en) * 1982-08-09 1984-02-20 村上 英穂 Snow protection fence that allows snow protection boards to be fixed horizontally when not in use
JPS612549U (en) * 1984-06-08 1986-01-09 株式会社 豊進製作所 Support foundation for columnar structures
JPH04112918U (en) * 1991-03-22 1992-10-01 川崎製鉄株式会社 Steel wall balustrade
JPH08302678A (en) * 1995-05-10 1996-11-19 Tokyo Seiko Co Ltd Anchor with earth pressure plate
JP2001226925A (en) * 2001-01-23 2001-08-24 Daito Giken Kk Temporary guard fence and temporary guard-fence assembly construction method
JP2004143867A (en) * 2002-10-28 2004-05-20 Minoru Kitagawa Supporting device for post and rope and its installation method
JP2005194850A (en) * 2004-01-03 2005-07-21 Katsuto Toriyama Collapse prevention mechanism for buried overhead wire column
JP4336257B2 (en) * 2004-06-24 2009-09-30 東京製綱株式会社 Snow fall fence foundation fall prevention work
JP3138408U (en) * 2007-10-19 2007-12-27 株式会社日本パーツセンター Protective fence
JP2011140798A (en) * 2010-01-07 2011-07-21 Chugoku Electric Power Co Inc:The Partitioning pole
US20140083025A1 (en) * 2011-05-11 2014-03-27 Imagine Tf, Llc Anchoring system with post angular adjustment
JP2014029070A (en) * 2012-07-31 2014-02-13 Diguard Engineering:Kk Guard fence and bulk-increasing method of existing guard fence

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