JP5636136B1 - Protective fence - Google Patents

Protective fence Download PDF

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JP5636136B1
JP5636136B1 JP2014517059A JP2014517059A JP5636136B1 JP 5636136 B1 JP5636136 B1 JP 5636136B1 JP 2014517059 A JP2014517059 A JP 2014517059A JP 2014517059 A JP2014517059 A JP 2014517059A JP 5636136 B1 JP5636136 B1 JP 5636136B1
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mountain
ropes
column
valley
net
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JPWO2015092829A1 (en
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利充 野村
利充 野村
昭一 井上
昭一 井上
智弘 藤井
智弘 藤井
陽一 西田
陽一 西田
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Protec Engineering Inc
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F7/00Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
    • E01F7/04Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Abstract

[要約][課題]簡易な構造で支柱の姿勢を維持しつつ、支柱を定位置に保持すること。[解決手段]各支柱20の山側斜面と支柱頭部間にはV字形を呈する一対の山側控えロープ32,32を張設し、各支柱20の谷側斜面と支柱頭部間には逆V字形を呈する一対の谷側斜ロープ33,33を張設し、複数の谷側斜ロープ33,33でもって防護ネットを構成する網体31を拘束し、複数の山側控えロープ32および複数の谷側斜ロープ33を支柱の頭部に接続して支柱20を定位置に保持するようにした。[Abstract] [Problem] To maintain a post in a fixed position while maintaining the posture of the post with a simple structure. [Solution] A pair of mountain-side retaining ropes 32, 32 having a V shape are stretched between the mountain-side slope of each column 20 and the column head, and a reverse V is provided between the valley-side slope of each column 20 and the column head. A pair of valley-side oblique ropes 33, 33 having a letter shape is stretched, and a plurality of valley-side oblique ropes 33, 33 are used to constrain the net 31 constituting the protective net, and a plurality of mountain-side holding ropes 32 and a plurality of valleys The side inclined rope 33 was connected to the head of the column to hold the column 20 in a fixed position.

Description

本発明は雪崩、崩落土砂、落石等の崩落物を安全な斜面下流へ誘導するポケット式の防護柵に関する。   The present invention relates to a pocket-type protective fence that guides collapsed objects such as avalanches, landslides, and rocks to the downstream of a safe slope.

ポケット式の防護柵は広く知られている(特許文献1〜3)。
図9を参照して説明すると、従来の防護柵は斜面に間隔を隔てて立設した複数の支柱1と、複数の支柱1の頭部間にカーテン状に垂下した防護ネット2とを具備する。
各支柱1の頭部には1本の控えロープ4が接続し、各支柱1は控えロープ4と控えロープの基端を固定した山側アンカー3とにより支持されている。
防護ネット2は斜面の広範囲を被覆可能な大きさの金網5と、金網5の全面に亘って縦横方向に配置して組み立てた複数の縦ロープ6と複数の横ロープ7とからなる。
防護ネット2の左右両側の側方斜面には複数のアンカー8が設けられていて、これらの各アンカー8に横ロープ7の両端部が固定されている。
防護ネット2と斜面との間には空間が形成されていて、防護ネット2の上部の空間が最も広く、防護ネット2の裾部へ向かうにつれて徐々に内部空間が狭くなっている。
従来の防護柵は、防護ネット2の上部の開放空間を通じて崩落物を防護ネット2の内部空間へ受け入れ、斜面と防護ネット2間の摩擦抵抗により崩落物の落下エネルギーを減衰する構造になっている。
従来の防護柵は、控えロープ4の基端を固定した山側アンカー3で支柱1を支持し、金網5に横架した複数の横ロープ7と、横ロープ7の両端を固定した複数のアンカー8とにより、防護ネット2の変形を拘束する構造になっている。
Pocket type protective fences are widely known (Patent Documents 1 to 3).
Referring to FIG. 9, the conventional protective fence includes a plurality of support columns 1 standing on an inclined surface with an interval, and a protection net 2 hanging in a curtain shape between the heads of the plurality of support columns 1. .
One head rope 4 is connected to the head of each pole 1, and each pole 1 is supported by a head rope 4 and a mountain anchor 3 to which the base end of the head rope is fixed.
The protective net 2 includes a metal mesh 5 having a size capable of covering a wide range of slopes, and a plurality of vertical ropes 6 and a plurality of horizontal ropes 7 which are assembled in the vertical and horizontal directions over the entire surface of the metal mesh 5.
A plurality of anchors 8 are provided on the side slopes on the left and right sides of the protective net 2, and both ends of the lateral rope 7 are fixed to the anchors 8.
A space is formed between the protective net 2 and the slope, and the space above the protective net 2 is the widest, and the internal space gradually decreases toward the bottom of the protective net 2.
The conventional protective fence has a structure in which a fallen object is received into the inner space of the protection net 2 through the open space above the protection net 2 and the fall energy of the fallen object is attenuated by the frictional resistance between the slope and the protection net 2. .
In the conventional protective fence, the pillar 1 is supported by the mountain-side anchor 3 to which the base end of the holding rope 4 is fixed, and the plurality of horizontal ropes 7 that are horizontally mounted on the wire mesh 5 and the plurality of anchors 8 that are fixed at both ends of the horizontal rope 7. Thus, the deformation of the protective net 2 is constrained.

特開平7−216830号公報JP 7-216830 A 特開2011−80225号公報JP 2011-80225 A 特開2013−2170209号公報JP 2013-2170209 A

従来の防護柵にはつぎの問題点がある。
<1>特許文献1〜3に開示された防護柵は、原則的に1本の支柱1を支えるために、支柱1の真上の山側斜面に1つの山側アンカー3を設け、山側アンカー3と支柱1頭部の間に接続した1本の控えロープ4で支持する構造である。
そのため、受撃時に支柱1が傾倒し易く、支柱1が傾倒すると、防護ネット2の衝撃吸収性能に悪影響を及ぼす。
<2>防護ネット2の変形を拘束するためには、斜面に多数のアンカー8を設置して各横ロープ7の両端をアンカー8に固定しなければならない。
急峻な斜面におけるアンカー8の設置作業が極めて困難であり、アンカー工に多くの時間と労力とコストがかかる。
<3>金網5の全体に亘って複数の縦横ロープ6,7を配置するためには、長大な長さのロープを使用する必要があり、さらに各縦横ロープ6,7の交点をクリップ等の固定具で固定しなればならず、防護ネット2の組み立てに多くの時間と労力を要する。
<4>複数の縦ロープ6は、下端が斜面に固定されずにフリー状態であるため、防護ネット2の変形抑制作用を十分に発揮することができない。
殊に、隣り合う支柱1,1間に位置する縦ロープ6aは、荷重を伝達可能なように支柱1に対して直接接続されていないために、防護ネット2の変形抑制作用をほとんど発揮できない。
The conventional protection fence has the following problems.
<1> The guard fences disclosed in Patent Documents 1 to 3 are provided with one mountain-side anchor 3 on the mountain-side slope directly above the column 1 in order to support one column 1 in principle. The structure is supported by one stay rope 4 connected between the heads of one column.
Therefore, the support column 1 tends to tilt at the time of impact, and if the support column 1 tilts, the impact absorbing performance of the protective net 2 is adversely affected.
<2> In order to constrain the deformation of the protective net 2, it is necessary to install a large number of anchors 8 on the slope and fix both ends of each lateral rope 7 to the anchors 8.
Installation of the anchor 8 on a steep slope is extremely difficult, and the anchor work takes a lot of time, labor and cost.
<3> In order to arrange a plurality of vertical and horizontal ropes 6 and 7 over the entire wire mesh 5, it is necessary to use long ropes, and the intersections of the vertical and horizontal ropes 6 and 7 are connected to clips or the like. It must be fixed with a fixing tool, and much time and labor are required for assembling the protective net 2.
<4> Since the plurality of vertical ropes 6 are in a free state without their lower ends being fixed to the slope, they cannot sufficiently exert the deformation suppressing action of the protective net 2.
In particular, since the vertical rope 6a positioned between the adjacent struts 1 and 1 is not directly connected to the strut 1 so as to be able to transmit a load, the deformation suppressing action of the protective net 2 can hardly be exhibited.

本発明は以上の点に鑑みてなされたもので、その目的とするところは簡易な構造で支柱の姿勢を維持しつつ支柱を定位置に保持できる防護柵を提供することにある。
さらに本発明の他の目的は、横ロープを設置せずに、防護ネットの変形を拘束できる防護柵を提供することにある。
The present invention has been made in view of the above points, and an object of the present invention is to provide a protective fence capable of holding a column in a fixed position while maintaining the posture of the column with a simple structure.
Still another object of the present invention is to provide a protective fence that can restrain deformation of the protective net without installing a horizontal rope.

本発明は、斜面に間隔を隔てて立設した複数の支柱と、複数の支柱の頭部間に垂下した防護ネットとを具備し、下端を斜面裾部へ向けて配置した防護ネットと斜面との間に防護ネットの裾部へ向けて空間が徐々に狭くなるポケットを形成した防護ネットを前提とする。
各支柱の山側斜面と支柱頭部間には複数の山側控えロープを張設し、各支柱の谷側斜面と支柱頭部間には逆V字形を呈するように一対の谷側斜ロープを一組とする複数組のロープを張設する。
前記防護ネットは複数の支柱の頭部間に垂下した帯状の網体と、前記網体と別体であり、該網体の上面に被せつつ、該網体の斜めに縦断する方向に沿って配置し、該網体の変形を拘束可能な前記複数の谷側斜ロープとにより構成する。
支柱の頭部に相反する方向へ向けて複数の支持力が作用するように、少なくとも前記複数の山側控えロープおよび前記複数組の谷側斜ロープを張設して支柱の頭部に接続して支柱を定位置に保持する。
本発明の他の形態においては、支柱の山側斜面と支柱頭部間にV字形を呈するように張設した一対の山側控えロープを一組とする複数組の山側控えロープと、逆V字形を呈する複数組のロープと組み合わせて張設してもよい。
本発明の他の形態においては、支柱の山側斜面に間隔を隔てて複数の山側アンカーを設け、前記山側アンカーを共有させて複数の山側控えロープの基端を固定する。
本発明の他の形態においては、支柱の谷側斜面に間隔を隔てて複数の谷側アンカーを設け、前記谷側アンカーを共有させて複数の谷側斜ロープの基端を固定する。
本発明の他の形態においては、前記支柱の基礎部にヒンジ機構を有していて、支柱の傾倒を許容するようにしてもよい。
本発明の他の形態においては、隣り合う支柱の頭部間に間隔保持材を横架し、端部の支柱の頭部と側方斜面との間に側方控えロープを張設して間隔保持材に連続性を付与する。
The present invention comprises a plurality of struts erected on an inclined surface with an interval, and a protective net suspended between the heads of the plurality of supporting columns, and a protective net and an inclined surface arranged with the lower end directed toward the bottom of the inclined surface. It is assumed that the protective net has a pocket in which the space gradually narrows toward the bottom of the protective net.
A plurality of mountain side ropes are stretched between the mountain side slopes and the column heads of each column, and a pair of valley side diagonal ropes are arranged so as to form an inverted V shape between the valley side slopes and column heads of each column. Multiple sets of trough- side oblique ropes are set.
The protective net and belt-shaped mesh member which is suspended between the head of the plurality of struts, and said net assembly separately from, while covering the upper surface of the network element, along a direction vertical to the diagonal net-body The plurality of sets of trough-side oblique ropes that are arranged and can restrain deformation of the mesh body.
At least the plurality of mountain side holding ropes and the plurality of valley slant ropes are stretched and connected to the column heads so that a plurality of supporting forces act in a direction opposite to the column heads. Hold the column in place.
In another embodiment of the present invention, a plurality of mountain side hook ropes, each having a pair of mountain side hook ropes stretched so as to present a V shape between the mountain slope of the pole and the head of the pole, and inverted V-shapes. It may be stretched in combination with a plurality of sets of valley side oblique ropes to be presented.
In another embodiment of the present invention, a plurality of mountain-side anchors are provided at intervals on the mountain-side slope of the column, and the base ends of the plurality of mountain-side holding ropes are fixed by sharing the mountain-side anchors.
In another embodiment of the present invention, a plurality of valley-side anchors are provided at intervals on the valley-side slope of the support column, and the base ends of the plurality of valley-side oblique ropes are fixed by sharing the valley-side anchors.
In another embodiment of the present invention, a hinge mechanism may be provided on the base portion of the support column to allow tilting of the support column.
In another embodiment of the present invention, a spacing member is horizontally placed between the heads of the adjacent struts, and a side holding rope is stretched between the head of the supporting strut at the end and the side slope. Gives continuity to the holding material.

本発明は上記した構成を有することから、少なくともつぎのひとつの効果を奏する。
<1>支柱の頭部に相反する方向へ向けて複数の支持力が作用するように、複数の山側控えロープと複数組の谷側斜ロープを支柱の頭部に接続するだけの簡易な構造で以て、支柱の姿勢を維持しつつ支柱を定位置に保持することができる。
<2>網体を斜めに縦断する方向に沿って複数組の谷側斜ロープを配置することで、網体の変形を効果的に拘束することができる。
したがって、多数の横ロープを使用せずに、防護ネットの変形を拘束できるから、多数の横ロープだけでなく、各横ロープの両端を固定するアンカーも不要となる。
<3>支柱の高さを高くしても支柱の安定した姿勢を維持できるので、防護柵の大型化に適している。
<4>支柱の谷側斜面と支柱頭部間に張設した複数の谷側斜ロープが、網体の補強機能と、支柱の控えロープ機能、および網体の変形拘束機能を併有して、複数種類のロープを兼用する。
そのため、防護柵に使用するロープ長を大幅に削減できて、工費の削減および工期の短縮が可能となる。
Since the present invention has the above-described configuration, it has at least one of the following effects.
<1> A simple structure in which a plurality of mountain-side retaining ropes and a plurality of sets of valley-side oblique ropes are connected to the heads of the columns so that a plurality of supporting forces act in directions opposite to the heads of the columns. Thus, it is possible to hold the column in a fixed position while maintaining the posture of the column.
<2> The deformation of the mesh body can be effectively restrained by arranging a plurality of sets of trough-side oblique ropes along the direction of obliquely cutting the mesh body.
Therefore, since the deformation of the protective net can be restrained without using a large number of horizontal ropes, not only a large number of horizontal ropes but also anchors for fixing both ends of each horizontal rope become unnecessary.
<3> Since a stable posture of the support can be maintained even if the height of the support is increased, it is suitable for increasing the size of the protective fence.
<4> Plural valley-side slanted ropes stretched between the trough-side slopes of the struts and the strut heads have both the reinforcement function of the mesh body, the holding rope function of the struts, and the deformation restraining function of the mesh body Also, use multiple types of ropes.
Therefore, the length of the rope used for the protective fence can be greatly reduced, and the construction cost and the construction period can be shortened.

本発明に係る防護柵の全体斜視図Overall perspective view of a protective fence according to the present invention 防護柵の平面モデル図Plane model diagram of the protective fence 図2におけるIII−IIIの断面図Sectional view of III-III in Fig. 2 一部を省略した支柱の基礎部のヒンジ機構の分解図Exploded view of the hinge mechanism of the base of the column with a part omitted 一部を省略した支柱頭部の斜視図Perspective view of the column head with some parts omitted 支柱の支持形態を説明するための一部を省略した防護柵の平面モデル図Plane model diagram of a protective fence with some parts omitted to explain the support form of the column 支柱の他の支持形態を説明するための一部を省略した防護柵の平面モデル図Plane model diagram of the guard fence with some parts omitted to explain the other support forms of the column 支柱の他の支持形態を説明するための一部を省略した防護柵の平面モデル図Plane model diagram of the guard fence with some parts omitted to explain the other support forms of the column 本発明が前提とする防護柵の平面モデル図Plane model diagram of guard fence assumed by the present invention

図1〜6を参照しながら本発明の実施の形態について説明する。   An embodiment of the present invention will be described with reference to FIGS.

<1>防護柵の概要
図1〜3を参照して説明すると、本発明に係る防護柵は、斜面10に間隔を隔てて立設した複数の支柱20と、これらの支柱20の頭部間に垂下した網体31と、支柱20の斜面山側に設けた複数の山側アンカー11と、網体30の斜面谷側に設けた複数の谷側アンカー12と、左右一対の山側アンカー11,11と各支柱20の頭部間にV字形に張設した一対の山側控えロープ32,32を一組とする複数組の山側控えロープ32と、左右一対の谷側アンカー12,12と各支柱20の頭部間に逆V字形に張設した一対の谷側斜ロープ33,33を一組とする複数組の谷側斜ロープ33とを具備する。
隣り合う各支柱20の頭部間には間隔保持材34が配置してあり、端末の支柱20の側方斜面に設けた側方アンカー13と端末の支柱20の頭部の間には側方控えロープ35が張設してある。
防護ネット30は網体31と複数組の谷側斜ロープ33とにより構成する。
各支柱20は、少なくとも山側控えロープ32,32および複数のロープ33,33を支柱20の頭部に接続することで支柱20を定位置に保持し得るように支持されている。
以下に防護柵を構成する各部材について詳説する。
<1> Overview of Guard Fences Referring to FIGS. 1 to 3, a guard fence according to the present invention includes a plurality of support columns 20 erected on an inclined surface 10 at intervals, and the heads of these support columns 20. A plurality of mountain-side anchors 11 provided on the slope mountain side of the support column 20, a plurality of valley-side anchors 12 provided on the slope valley side of the network body 30, and a pair of left and right mountain-side anchors 11, 11. A plurality of pairs of mountain side cable ropes 32, which are a pair of mountain side cable ropes 32, 32 stretched in a V shape between the heads of each column 20, a pair of left and right valley anchors 12, 12, and each column 20 A plurality of sets of trough-side slanted ropes 33, each having a pair of trough-side slanted ropes 33, 33 stretched in an inverted V shape between the heads.
A spacing member 34 is disposed between the heads of the adjacent struts 20, and the side anchors 13 provided on the side slopes of the terminal struts 20 and the heads of the terminal struts 20 are lateral. A holding rope 35 is stretched.
The protective net 30 includes a net body 31 and a plurality of sets of valley-side oblique ropes 33.
Each strut 20 is supported so that the strut 20 can be held in a fixed position by connecting at least the mountain side holding ropes 32, 32 and the plurality of valley side oblique ropes 33, 33 to the head of the strut 20.
Hereinafter, each member constituting the protective fence will be described in detail.

<2>支柱
支柱20は防護ネット30を垂下するための曲げ強度と圧縮強度の高い支柱であり、例えばH鋼、ボックス鋼、鋼管製、コンクリート充填鋼管等が適用可能である。
<2> Strut The strut 20 is a strut having high bending strength and high compressive strength for hanging the protective net 30. For example, H steel, box steel, steel pipe, concrete-filled steel pipe, or the like is applicable.

<2.1>ヒンジ機構
支柱20はその基礎部に公知のヒンジ機構21を有していて、斜面10の傾斜方向または全方向に対して傾倒可能である。
図3,4にヒンジ機構21の一例を示す。本例のヒンジ機構21は、支柱20の下部に一体に形成したブラケット22と、ブラケット23を立設した基板24と、両ブラケット22,23の間を枢支する支軸25とにより構成する。
基板22は例えばピン26を打ち込んで斜面10に固定する。
なお、ヒンジ機構21は必須ではなく、支柱20を非傾倒式に立設してもよい。
<2.1> Hinge mechanism The support column 20 has a known hinge mechanism 21 at its base, and can be tilted with respect to the inclined direction or all directions of the inclined surface 10.
An example of the hinge mechanism 21 is shown in FIGS. The hinge mechanism 21 of this example includes a bracket 22 formed integrally with the lower portion of the support column 20, a substrate 24 on which the bracket 23 is erected, and a support shaft 25 that pivotally supports the brackets 22 and 23.
The substrate 22 is fixed to the inclined surface 10 by driving pins 26, for example.
The hinge mechanism 21 is not essential, and the support column 20 may be erected in a non-tilting manner.

<2.2>支柱下部の他の固定方法
支柱20の下部の他の固定方法としては、例えば支柱20の下部を斜面10に直接埋設して立設したり、斜面に設けた基礎コンクリートに支柱20の下部を埋設して立設したり、公知の固定方法を適用できる。
<2.2> Other fixing method of the lower part of the support column As another fixing method of the lower part of the support column 20, for example, the lower part of the support column 20 is directly embedded in the slope 10 or is erected, or is attached to the foundation concrete provided on the slope. The lower part of 20 can be embed | buried upright and a well-known fixing method can be applied.

<3>アンカー
山側アンカー11、谷側アンカー12、および側方アンカー13は、アンカー耐力に優れた公知の鋼棒製またはロープ製のアンカーである。
これらの各アンカー11,12,13は斜面10に直接定着するものの他に、斜面10に基礎コンクリートを構築し、基礎コンクリートに設置したアンカーを含む。
各アンカー11,12,13は、想定される崩落物の衝撃荷重等を考慮して適宜選択する。
<3> Anchor The mountain side anchor 11, the valley side anchor 12, and the side anchor 13 are anchors made of a well-known steel rod or rope excellent in anchor strength.
Each of these anchors 11, 12, and 13 includes anchors constructed on the slope 10 and installed on the foundation concrete, in addition to those anchored directly on the slope 10.
The anchors 11, 12, and 13 are appropriately selected in consideration of an assumed impact load of a collapsed object.

<3.1>山側アンカー
山側アンカー11は山側控えロープ32の一端を固定するためのアンカーであり、支柱20の中心を通る縦線から離れた位置に設ける。
一対で設ける場合、山側アンカー11,11は支柱20の斜面山側であって、支柱20に対して左右斜め上方の位置に設ける。
本例ではひとつの山側アンカー11を共有して2本の山側控えロープ32,32を固定する形態を示すが、山側アンカー11を共有せずに山側控えロープ32毎に山側アンカー11を設けてもよい。
<3.1> Mountain Side Anchor The mountain side anchor 11 is an anchor for fixing one end of the mountain side holding rope 32, and is provided at a position away from the vertical line passing through the center of the column 20.
When provided as a pair, the mountain-side anchors 11 are provided on the slope mountain side of the column 20 and at a position obliquely above and to the left and right of the column 20.
In this example, a configuration is shown in which one mountain-side anchor 11 is shared and the two mountain-side anchor ropes 32 and 32 are fixed, but the mountain-side anchor rope 11 may be provided for each mountain-side anchor rope 32 without sharing the mountain-side anchor 11. Good.

<3.2>谷側アンカー
谷側アンカー12は谷側斜ロープ33の一端を固定するためのアンカーであり、支柱20の中心を通る縦線から離れた位置に設ける。
一対で設ける場合、谷側アンカー12,12は支柱20の斜面谷側であって、支柱20に対して左右斜め下方の位置に設ける。
本例ではひとつの谷側アンカー12を共有して2本の谷側斜ロープ33,33を固定する形態を示すが、谷側アンカー12を共有せずに谷側斜ロープ33毎に谷側アンカー12を設けてもよい。
<3.2> Valley-side Anchor The valley-side anchor 12 is an anchor for fixing one end of the valley-side oblique rope 33, and is provided at a position away from the vertical line passing through the center of the support column 20.
When provided as a pair, the trough anchors 12, 12 are provided on the slope trough side of the support column 20 and at a position obliquely below the left and right with respect to the support column 20.
In this example, a configuration is shown in which one valley-side anchor 12 is shared and two valley-side oblique ropes 33 and 33 are fixed, but the valley-side anchor 12 is not shared and the valley-side oblique rope 33 is shared for each valley-side oblique rope 33. 12 may be provided.

<3.3>側方アンカー
側方アンカー13は側方控えロープ35の一端を固定するためのアンカーであり、支柱20の側方斜面に設ける。
<3.3> Side Anchor The side anchor 13 is an anchor for fixing one end of the side holding rope 35, and is provided on the side slope of the column 20.

<4>支柱頭部を支持するロープ
以下に支柱20の頭部を支持するロープについて詳述する。
<4> Rope for supporting the head of the column The rope for supporting the head of the column 20 will be described in detail below.

<4.1>山側控えロープ
一対の山側控えロープ32,32は一対の山側アンカー11,11と支柱20の頭部間に張設した控えロープであり、一対の谷側斜ロープ33,33と協働して支柱20の安定姿勢を確保するために機能する。
<4.1> Mountain Side Retaining Rope A pair of mountain side reserving ropes 32, 32 is a reserving rope stretched between the pair of mountain side anchors 11, 11 and the head of the column 20, and a pair of trough side oblique ropes 33, 33 It functions in cooperation to ensure a stable posture of the column 20.

<4.2>谷側斜ロープ
本発明では、支柱20の姿勢をより安定して保持するためと、ロープを兼用させてロープの使用量とアンカー数を削減するために、支柱20の頭部と一対の谷側アンカー12,12と間に一対の谷側斜ロープ33,33を張設したものである。
一般に、防護ネット30に衝撃荷重が作用した際に、その反動で斜面山側へ向けて支柱20が傾倒する場合があるが、一対の谷側斜ロープ33,33は斜面山側へ向けた支柱20の傾倒を拘束する。
一対の谷側斜ロープ33,33は、防護ネット30の補強機能、一対の山側控えロープ32,32と協働して支柱20の姿勢をより安定させて保持する控えロープ機能、および網体31の変形拘束機能を有する。
<4.2> Valley side oblique rope In the present invention, in order to hold the posture of the support column 20 more stably and to reduce the amount of rope used and the number of anchors by using the rope together, the head of the support column 20 And a pair of valley-side inclined ropes 33, 33 are stretched between the pair of valley-side anchors 12, 12.
In general, when an impact load is applied to the protective net 30, there is a case where the support column 20 tilts toward the slope mountain side due to the reaction, but the pair of valley-side oblique ropes 33, 33 are formed on the support mountain 20 toward the slope mountain side. Restrain the tilt.
The pair of trough-side oblique ropes 33 and 33 reinforce the protective net 30, cooperate with the pair of mountain-side stay ropes 32 and 32, and the stay rope function that holds the column 20 in a more stable posture, and the net body 31. It has a deformation restraining function.

<4.3>間隔保持材
間隔保持材34は、隣り合う支柱20の頭部間に設置するロープ製または鋼管製の部材であり、支柱20の間隔を一定に保持するために機能する。
本例では間隔保持材34がロープ製である場合について説明する。
<4.3> Interval Holding Material The interval holding material 34 is a member made of rope or steel pipe installed between the heads of adjacent columns 20 and functions to hold the interval between the columns 20 constant.
In this example, the case where the spacing member 34 is made of rope will be described.

<4.4>側方ロープ
側方ロープ35は、支柱20の頭部と側方アンカー13との間に張設するロープであり、支柱20の頭部間に横架した間隔保持材34に連続性を付与するために機能する。
<4.4> Side Rope The side rope 35 is a rope that is stretched between the head of the support column 20 and the side anchor 13, and is attached to the interval holding member 34 that is laid horizontally between the heads of the support column 20. It works to give continuity.

<4.5>ロープの素材
前記した山側控えロープ32、谷側斜ロープ33、間隔保持材34、および側方控えロープ35は、鋼製、繊維製、樹脂製の引張強度、耐久性および耐候性に優れた素材からなる。
<4.5> Rope Material The above-described mountain side stay rope 32, valley side oblique rope 33, spacing member 34, and side stay rope 35 are made of steel, fiber, resin, tensile strength, durability, and weather resistance. Made of material with excellent properties.

<6>防護ネット
防護ネット30は網体31と、網体31を覆う複数組の谷側斜ロープ33とにより構成する。
防護ネット30の上辺は複数の支柱20の頭部に垂下し、防護ネット30の下端は斜面裾部へ向けて這わせてある。
防護ネット30と斜面10との間には、防護ネット30の裾部へ向けて空間が徐々に狭くなるポケット40を形成している。
<6> Protective Net The protective net 30 includes a net body 31 and a plurality of sets of valley-side oblique ropes 33 that cover the net body 31.
The upper side of the protective net 30 hangs down from the heads of the plurality of support columns 20, and the lower end of the protective net 30 is turned toward the bottom of the slope.
A pocket 40 is formed between the protective net 30 and the inclined surface 10 so that the space gradually narrows toward the bottom of the protective net 30.

<6.1>網体
網体31は鋼製、繊維製、樹脂製の引張強度、耐久性および耐候性に優れた素材からなる公知のネットである。
<6.1> Net Body The net body 31 is a known net made of a material excellent in tensile strength, durability, and weather resistance made of steel, fiber, or resin.

<6.2>谷側斜ロープ
谷側斜ロープ33は網体31を斜めに縦断可能な全長を有するロープであり、網体31の補強機能、支柱20を斜面谷側から支える控えロープ機能、および網体31の変形拘束機能を有する。
<6.2> Valley-side oblique rope The valley-side oblique rope 33 is a rope having a total length capable of obliquely longitudinally cutting the net 31, a reinforcing function of the net 31, a retaining rope function that supports the column 20 from the inclined valley side, And has a function of restraining deformation of the net 31.

[防護柵の構築方法]
つぎに防護柵の構築方法について説明する。
<1>支柱の立設
図1,2を参照して説明すると、間隔を隔てて斜面10に複数の支柱20を立設する。
[How to construct a protective fence]
Next, the construction method of the protective fence will be described.
<1> Standing up pillars A description will be given with reference to FIGS.

<2>アンカー工
斜面10の既述した所定位置に複数のアンカー11〜13を設ける。
本例では、防護柵を設置するために斜面10の上下位置に複数の山側アンカー11と山側アンカー11を設けるだけでよく、防護ネット30を横断する多数の横ロープや各横ロープの両端を固定する多数のアンカーを設ける必要がない。
<2> Anchor Work A plurality of anchors 11 to 13 are provided at the predetermined positions on the slope 10 described above.
In this example, it is only necessary to provide a plurality of mountain-side anchors 11 and mountain-side anchors 11 at the upper and lower positions of the slope 10 in order to install a protective fence, and a large number of horizontal ropes crossing the protective net 30 and both ends of each horizontal rope are fixed. There is no need to provide a large number of anchors.

<3>控えロープの接続
左右一対の山側アンカー11,11と各支柱20の頭部間には一対の山側控えロープ32,32をV字形に接続し、隣り合う支柱20の頭部間には間隔保持材34を接続し、端末の支柱20の頭部と側方アンカー13間には側方控えロープ35を接続して支柱20の起立状態を保持する。
連続した波形形状に配置した複数の山側控えロープ32と複数の山側アンカー11が、各支柱20の斜面谷側へ向けた傾倒を阻止する。
本例のように、隣り合う二本の山側控えロープ32,32の基端を一本の山側アンカー11に固定してアンカーを共有すると、山側アンカー11の設置数を半減できる。
なお、山側アンカー11を共有せずに各山側控えロープ32の基端を個別の山側アンカー11に固定してもよい。
<3> Connection of stay ropes A pair of stay side ropes 32, 32 are connected in a V shape between the pair of left and right mountain side anchors 11, 11 and the heads of the respective struts 20, and between the heads of adjacent struts 20 between them. A spacing member 34 is connected, and a side holding rope 35 is connected between the head of the terminal column 20 and the side anchor 13 to hold the column 20 in an upright state.
The plurality of mountain side holding ropes 32 and the plurality of mountain side anchors 11 arranged in a continuous corrugated shape prevent the tilting of each column 20 toward the slope valley side.
If the base ends of two adjacent mountain-side retaining ropes 32, 32 are fixed to one mountain-side anchor 11 and the anchor is shared as in this example, the number of mountain-side anchors 11 can be halved.
In addition, you may fix the base end of each mountain side holding rope 32 to the individual mountain side anchor 11 without sharing the mountain side anchor 11.

<4>防護ネットの設置
以下の要領で各支柱20の頭部間に防護ネット30を垂下する。
<4> Installation of the protection net The protection net 30 is suspended between the heads of the columns 20 in the following manner.

<4.1>網体の吊下げ
網体31の上辺側を複数の支柱20の頭部間に吊下げ、網体31の下半を支柱20の斜面谷側に這わす。
具体的には、網体31の上辺を支柱20の頭部間に横架した間隔保持材34に吊り下げるか、或いは網体31の上辺を支柱20の頭部間に横架した図示しない別途のロープに吊り下げる。
網体31の下辺は、斜面10に固定するか、または固定せずフリーにしておく。
<4.1> Suspension of mesh body The upper side of the mesh body 31 is suspended between the heads of the plurality of support columns 20, and the lower half of the mesh body 31 is moved to the inclined valley side of the support column 20.
Specifically, the upper side of the mesh body 31 is hung on a spacing member 34 that is horizontally mounted between the heads of the support columns 20, or the upper side of the mesh body 31 is mounted horizontally between the heads of the support columns 20 and is separately illustrated. Hanging on the rope.
The lower side of the net 31 is fixed to the inclined surface 10 or is not fixed and is left free.

<4.2>谷側斜ロープの設置
最後に各支柱20の頭部と左右一対の谷側アンカー12,12との間に、一対の谷側斜ロープ33,33を逆V字形に接続して防護ネット30の組み立てを完了する。
網体31の変形拘束効果を高めるため、複数の谷側斜ロープ33は網体31の上方から被せるように配置する。
<4.2> Installation of trough-side oblique ropes Finally, a pair of trough-side oblique ropes 33, 33 are connected in an inverted V shape between the head of each column 20 and a pair of left and right trough-side anchors 12, 12. Thus, the assembly of the protective net 30 is completed.
In order to enhance the deformation restraining effect of the net 31, the plurality of valley-side oblique ropes 33 are arranged so as to cover the net 31 from above.

従来の防護ネットは複数の縦横ロープを格子状組み立てたロープ製ネットを網体に取り付け、各横ロープで拘束していた。
これに対して本発明では、網体31を拘束するロープが、網体31を斜めに縦断させた複数の谷側斜ロープ33だけであるため、従来と比べて網体31を拘束するために使用するロープ長を大幅に削減できる。
さらに、防護ネット30を拘束するために必要なアンカーは、支柱20の斜面谷側に設けた複数の谷側アンカー12だけでよく、多数の側方アンカーを設ける必要がない。
さらにまた、隣り合う二本の谷側斜ロープ33,33の基端を一本の谷側アンカー12に固定してアンカーを共有すると、谷側アンカー12の設置数を半減できる。
なお、谷側アンカー12を共有せずに各谷側斜ロープ33の基端を専用の谷側アンカー12に個別に固定してもよい。
In the conventional protective net, a net made of rope in which a plurality of vertical and horizontal ropes are assembled in a lattice form is attached to the net body and restrained by each horizontal rope.
On the other hand, in the present invention, the rope for restraining the net body 31 is only a plurality of valley-side oblique ropes 33 obtained by obliquely cutting the net body 31 in order to restrain the net body 31 compared to the conventional case. The rope length to be used can be greatly reduced.
Furthermore, the anchors necessary for restraining the protective net 30 are only the plurality of valley anchors 12 provided on the slope valley side of the support column 20, and it is not necessary to provide a large number of side anchors.
Furthermore, if the base ends of two adjacent valley-side inclined ropes 33, 33 are fixed to one valley-side anchor 12 and the anchor is shared, the number of valley-side anchors 12 installed can be halved.
Note that the base end of each valley-side inclined rope 33 may be individually fixed to the dedicated valley-side anchor 12 without sharing the valley-side anchor 12.

<5>支柱の姿勢の保持手段
図5,6を参照して説明すると、本例では、支柱20に対して少なくともV字形を呈する一対の山側控えロープ32,32を通じて斜面山側へ向けた支持力F1,F1が作用するとともに、逆V字形を呈する一対の谷側斜ロープ33,33を通じて斜面谷側へ向けた支持力F2,F2が作用する。
これらの支持力F1,F1と支持力F2,F2は、互いに拮抗していて、力の向きが相反する逆向きの関係にあるため、支持力F1,F2方向(斜め方向)だけでなく、縦横方向へ向けた支柱20の傾倒を効果的に阻止できる。
縦方向へ向けた支柱20の傾倒を阻止できる理由は、支持力F1,F1の合力FUと支持力F2,F2の合力FDが互いに逆向きに発生するためである。
横方向へ向けた支柱20の傾倒を阻止できる理由は、右半の支持力F1,F2の合力FRと左半の支持力F1,F2の合力FLが互いに逆向きに発生するためである。
<5> Supporting means for the posture of the support column With reference to FIGS. 5 and 6, in this example, the supporting force directed to the slope mountain side through the pair of mountain side holding ropes 32, 32 exhibiting at least a V shape with respect to the support column 20. F 1 and F 1 act, and support forces F 2 and F 2 directed toward the slope trough side act through a pair of trough-side oblique ropes 33 and 33 having an inverted V shape.
Since these supporting forces F 1 , F 1 and supporting forces F 2 , F 2 are antagonistic to each other and are in a reverse relationship where the directions of the forces are opposite to each other, the supporting forces F 1 , F 2 direction (oblique direction) ) As well as tilting the column 20 in the vertical and horizontal directions can be effectively prevented.
Reason can be prevented tilting strut 20 toward the longitudinal direction is due to the resultant force F U resultant force F D of the supporting force F 2, F 2 of the supporting force F 1, F 1 is generated in the opposite directions.
Reason can be prevented tilting strut 20 toward the lateral direction, the right half of the supporting force F 1, the resultant force of the resultant force of F 2 F R and the supporting force F 1 of the left half, F 2 F L is generated in the opposite directions to each other It is to do.

さらに支柱20の頭部に接続した間隔保持材34,34を通じて横方向へ向けて水平支持力F3,F3が作用する。
これらの水平支持力F3,F3は、互いに拮抗していて、力の向きが逆向きの関係にあるため、横方向へ向けた支柱20の傾倒を阻止できる。
Further, horizontal supporting forces F 3 and F 3 act laterally through the spacing members 34 and 34 connected to the heads of the columns 20.
These horizontal support forces F 3 and F 3 are antagonistic to each other, and the direction of the force is in the opposite direction, so that the column 20 can be prevented from tilting in the lateral direction.

このように、少なくとも複数の山側控えロープ32および複数の山側控えロープ33を通じて、支柱20の頭部に相反する方向へ向けて複数の支持力F1,F1、F2,F2と水平支持力F3,F3を作用せることで、支柱20の頭部を定位置に保持できるため、各支柱20の安定した姿勢を保持することができる。As described above, a plurality of supporting forces F 1 , F 1 , F 2 , F 2 and a horizontal support are provided in a direction opposite to the head of the support column 20 through at least the plurality of mountain side holding ropes 32 and the plurality of mountain side holding ropes 33. By applying the forces F 3 and F 3 , the head of the support column 20 can be held at a fixed position, so that the stable posture of each support column 20 can be maintained.

[防護柵の作用]
つぎに防護柵の各作用について説明する。
[Operation of protective fence]
Next, each function of the protective fence will be described.

<1>防護ネットによる崩落物の捕捉作用
防護柵の防護ネット30の最上部の開放空間を通じて崩落物がポケット40の内部へ進入すると、複数の谷側斜ロープ33で補強された防護ネット30の強度で以て崩落物の飛び出しを阻止しながら防護ネット30が崩落物を斜面10の裾部へ誘導する。
崩落物がポケット40の内部を通過する際、斜面10と防護ネット30間の摩擦抵抗により崩落物の落下エネルギーが減衰される。
最終的に崩落物は斜面10と防護ネット30の間で捕捉されて堆積する。
<1> Capturing of fallen objects by a protective net When a fallen object enters the interior of the pocket 40 through the open space at the top of the protective net 30 of the protective fence, the protective net 30 reinforced by a plurality of valley-side oblique ropes 33 The protective net 30 guides the fallen object to the bottom of the slope 10 while preventing the fallen object from jumping out due to its strength.
When the collapsed object passes through the pocket 40, the fall energy of the collapsed object is attenuated by the frictional resistance between the slope 10 and the protective net 30.
Eventually, the fallen objects are captured and accumulated between the slope 10 and the protective net 30.

<2>谷側斜ロープによる変形拘束作用
前記したように網体31を斜めに縦断するすべての谷側斜ロープ33の両端が支柱20の頭部と谷側アンカー12に固定してあり、すべての谷側斜ロープ33は網体31に対する変形拘束作用を有する。
したがって、崩落物がポケット40の内部を通過する際、網体31を覆う複数組の谷側斜ロープ33,33が支柱20と谷側アンカー12から反力を得て網体31の変形に抵抗するので、防護ネット30の変形を効果的に拘束できる。
<2> Deformation restraint action by valley-side oblique ropes As described above, both ends of all valley-side oblique ropes 33 that obliquely cut the mesh body 31 are fixed to the heads of the columns 20 and the valley-side anchors 12, The valley-side oblique rope 33 has a deformation restraining action on the net 31.
Therefore, when the collapsed object passes through the inside of the pocket 40, a plurality of sets of valley side oblique ropes 33, 33 covering the net body 31 obtain reaction force from the support column 20 and the valley side anchor 12 to resist deformation of the net body 31. Therefore, the deformation of the protective net 30 can be effectively restrained.

<3>受撃時における支柱の保持作用
支柱20の頭部には、均等で逆向きの支持力F1,F1、F2,F2と水平支持力F3,F3が作用して各支柱20の安定姿勢が保持されている。
したがって、崩落物がポケット40の内部を通過する際、防護ネット30を通じて崩落物の衝撃荷重が各支柱20へ作用しても、崩落物の衝撃荷重を、支柱20の頭部に接続した複数のロープ32〜35と、複数のアンカー11〜13を通じて分散支持できるので、支柱20の傾倒を抑止して支柱20の起立状態を保持できる。
特に、V字形の山側控えロープ32,32と逆V字形の谷側斜ロープ33,33が協働して支柱20の全方向へ向けた傾倒抑止効果を発揮するとともに、支柱20に作用する衝撃荷重を分散できるので、各ロープ32,33の荷重負担が小さくなる。
したがって、受撃時においても、各支柱20の安定姿勢を保持できて、防護ネット30を安定した姿勢で懸架することができる。
<3> Supporting action of the support column at the time of impact The support force F 1 , F 1 , F 2 , F 2 and the horizontal support force F 3 , F 3 are applied to the head of the support column 20 in the opposite direction. The stable posture of each column 20 is maintained.
Accordingly, when the collapsing object passes through the inside of the pocket 40, even if the impact load of the collapsing object acts on each column 20 through the protective net 30, a plurality of impact loads of the collapsing item are connected to the heads of the columns 20. Since the ropes 32 to 35 and the plurality of anchors 11 to 13 can be supported in a distributed manner, the support column 20 can be prevented from being tilted and the support column 20 can be kept upright.
In particular, the V-shaped mountain-side holding ropes 32 and 32 and the inverted V-shaped valley-side oblique ropes 33 and 33 cooperate to exert the tilt-inhibiting effect in all directions of the column 20 and the impact acting on the column 20. Since the load can be dispersed, the load burden on the ropes 32 and 33 is reduced.
Therefore, the stable posture of each support column 20 can be maintained even at the time of impact, and the protective net 30 can be suspended in a stable posture.

[防護柵の他の形態]
以降に図7,8を参照しながら防護柵の他の実施の形態について説明するが、その説明に際し、前記した実施の形態と同一の部位は同一の符号を付してその詳しい説明を省略する。
[Other forms of protective fence]
Hereinafter, other embodiments of the protective fence will be described with reference to FIGS. 7 and 8. In the description, the same parts as those of the above-described embodiments are denoted by the same reference numerals, and detailed description thereof will be omitted. .

<1>山側控えロープのみをシングルにした形態
先の実施形態では、一対の山側控えロープ32,32と、一対の谷側斜ロープ33,33をX字形に配置し、その交点で支柱20を支持する形態について説明した。
<1> Form in which only mountain side stay ropes are single In the previous embodiment, a pair of mountain side stay ropes 32 and 32 and a pair of valley side oblique ropes 33 and 33 are arranged in an X shape, and the column 20 is formed at the intersection. The form to support was demonstrated.

図7では山側控えロープ32と谷側斜ロープ33を逆Y字形に配置し、その交点で支柱20を支持する形態について示す。
すなわち、本例では、支柱20の斜面山側を支柱20の真上に設けたひとつの山側アンカー11と一本の山側控えロープ32で支持し、支柱20の斜面谷側を一対の谷側アンカー12,12と一対の谷側斜ロープ33,3で支持する。
本例においても、シングルの山側控えロープ32と逆V字形の谷側斜ロープ33,33とが協働して支柱20の全方向へ向けた傾倒抑止効果を発揮することができる。
逆V字形の谷側斜ロープ33,33と一対の谷側アンカー12,12の作用効果は既述した実施形態と同様であるので説明を省略する。
FIG. 7 shows a mode in which the mountain side holding rope 32 and the valley side oblique rope 33 are arranged in an inverted Y shape and the column 20 is supported at the intersection.
That is, in this example, the slope mountain side of the support column 20 is supported by one mountain anchor 11 provided right above the support column 20 and one mountain side holding rope 32, and the slope valley side of the support column 20 is paired with a pair of valley side anchors 12. , 12 and a pair of valley side inclined ropes 33, 3.
Also in this example, the single mountain side holding rope 32 and the inverted V-shaped valley side oblique ropes 33, 33 can cooperate to exert the tilt-inhibiting effect in all directions of the support column 20.
The operational effects of the inverted V-shaped valley-side oblique ropes 33, 33 and the pair of valley-side anchors 12, 12 are the same as those of the above-described embodiment, and thus description thereof is omitted.

<2>谷側斜ロープのみをシングルにした形態
図8では山側控えロープ32と谷側斜ロープ33をY字形に配置し、その交点で支柱20を支持する形態について示す。
すなわち、本例では、支柱20の斜面山側を一対の山側アンカー11,11と一対の山側控えロープ32,32で支持し、支柱20の斜面谷側をひとつの谷側アンカー12と一本の谷側斜ロープで支持する。
本例においても、シングルの山側控えロープ32と逆V字形の谷側斜ロープ33,33とが協働して支柱20の全方向へ向けた傾倒抑止効果を発揮することができる。
<2> Form in which only the valley-side oblique rope is single FIG. 8 shows an aspect in which the mountain-side stay rope 32 and the valley-side oblique rope 33 are arranged in a Y shape and the support column 20 is supported at the intersection.
That is, in this example, the slope mountain side of the support column 20 is supported by a pair of mountain side anchors 11 and 11 and a pair of mountain side holding ropes 32 and 32, and the slope valley side of the support column 20 is supported by one valley side anchor 12 and one valley. It is supported by a side oblique rope.
Also in this example, the single mountain side holding rope 32 and the inverted V-shaped valley side oblique ropes 33, 33 can cooperate to exert the tilt-inhibiting effect in all directions of the support column 20.

10・・・・・斜面
10・・・・・支柱
11・・・・・山側アンカー
12・・・・・谷側アンカー
13・・・・・側方アンカー
20・・・・・支柱
21・・・・・ヒンジ機構
30・・・・・防護ネット
31・・・・・網体
32・・・・・山側控えロープ
33・・・・・谷側斜ロープ
34・・・・・間隔保持材
35・・・・・側方控えロープ
10 .. slope 10 .. post 11 .. mountain side anchor 12 .. valley side anchor 13 .. side anchor 20. ... Hinge mechanism 30 ... Protective net 31 ... Net body 32 ... Mountain-side hook rope 33 ... Valley-side oblique rope 34 ... Spacing retainer 35・ ・ ・ ・ ・ Side side rope

Claims (7)

斜面に間隔を隔てて立設した複数の支柱と、複数の支柱の頭部間に垂下した防護ネットとを具備し、下端を斜面裾部へ向けて配置した防護ネットと斜面との間に防護ネットの裾部へ向けて空間が徐々に狭くなるポケットを形成した防護柵であって、
各支柱の山側斜面と支柱頭部間に複数の山側控えロープを張設し、
各支柱の谷側斜面と支柱頭部間に逆V字形を呈するように一対の谷側斜ロープを一組とする複数組の谷側斜ロープを張設し、
前記防護ネットが複数の支柱の頭部間に垂下した帯状の網体と、
前記網体と別体であり、該網体の上面に被せつつ、該網体の斜めに縦断する方向に沿って配置し、該網体の変形を拘束可能な前記複数の谷側斜ロープとにより構成し、
支柱の頭部に相反する方向へ向けて複数の支持力が作用するように、少なくとも前記複数の山側控えロープおよび前記複数組のロープを張設して支柱の頭部に接続して支柱を定位置に保持したことを特徴とする、防護柵。
Provided with a plurality of struts erected on the slope at intervals and a protective net hanging between the heads of the plurality of struts, with protection between the protective net and the slope arranged with the lower end facing the bottom of the slope It is a protective fence that forms a pocket where the space gradually narrows toward the bottom of the net,
A plurality of mountain side holding ropes are stretched between the mountain side slope of each column and the column head,
A plurality of sets of trough-side slanted ropes are stretched to form a pair of trough-side slanted ropes so as to exhibit an inverted V shape between the trough-side slopes of each strut and the strut heads,
A belt-like net body in which the protective net hangs between the heads of a plurality of columns;
Is said net assembly separately from, while covering the upper surface of the network element, placed along a direction vertical to the diagonal net-body, net-body the plurality of sets that can restrain the deformation of the valley side swash rope And consisting of
At least the plurality of mountain side holding ropes and the plurality of valley slant ropes are stretched and connected to the column heads so that a plurality of supporting forces act in a direction opposite to the column heads. A protective fence characterized by holding the column in place.
支柱の山側斜面と支柱頭部間にV字形を呈するように一対の山側控えロープを一組とする複数組の山側控えロープを張設したことを特徴とする、請求項1に記載の防護柵。   The protective fence according to claim 1, wherein a plurality of mountain side hook ropes are stretched to form a pair of mountain side hook ropes so as to form a V shape between the mountain slope of the pole and the head of the pole. . 支柱の山側斜面に間隔を隔てて複数の山側アンカーを設け、前記山側アンカーを共有させて複数の山側控えロープの基端を固定したことを特徴とする、請求項2に記載の防護柵。   The protective fence according to claim 2, wherein a plurality of mountain-side anchors are provided at intervals on a mountain-side slope of the column, and base ends of the plurality of mountain-side holding ropes are fixed by sharing the mountain-side anchors. 支柱の谷側斜面に間隔を隔てて複数の谷側アンカーを設け、前記谷側アンカーを共有させて複数の谷側斜ロープの基端を固定したことを特徴とする、請求項2に記載の防護柵。   The plurality of valley-side anchors are provided at intervals on the valley-side slope of the support column, and the base ends of the plurality of valley-side oblique ropes are fixed by sharing the valley-side anchors. Guard fence. 前記支柱の基礎部にヒンジ機構を有していることを特徴とする、請求項1に記載の防護柵。   The protective fence according to claim 1, wherein a hinge mechanism is provided at a base portion of the support column. 隣り合う支柱の頭部間に間隔保持材を横架したことを特徴とする、請求項1に記載の防護柵。   The protective fence according to claim 1, wherein a spacing member is horizontally placed between the heads of adjacent struts. 端部の支柱の頭部と側方斜面との間に側方控えロープを張設して間隔保持材に連続性を付与したことを特徴とする、請求項6に記載の防護柵。   The protective fence according to claim 6, wherein a side retaining rope is stretched between the head of the column at the end and a side slope to provide continuity to the spacing member.
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1130166A2 (en) * 2000-02-25 2001-09-05 CARGNEL, Gianangelo A protective barrier for arresting falling rocks, having a sack-type retaining net anchored to top and bottom cables
US20020056834A1 (en) * 2000-11-13 2002-05-16 Marcel Sennhauser Catchment net for rockfall catchment systems or the like
JP2002322615A (en) * 2001-04-25 2002-11-08 Yoshida Kouzou Design:Kk Protection fence

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2829821B2 (en) 1994-02-08 1998-12-02 東京製綱株式会社 Pile foundation structure and rock fall protection net for rock fall protection net support
JP5328597B2 (en) 2009-10-06 2013-10-30 東京製綱株式会社 Rockfall protection net
JP5357844B2 (en) * 2010-08-18 2013-12-04 株式会社トーエス Rock fall protection net structure
JP6109487B2 (en) 2012-04-04 2017-04-05 東京製綱株式会社 Falling object protection device and method for reinforcing the same

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1130166A2 (en) * 2000-02-25 2001-09-05 CARGNEL, Gianangelo A protective barrier for arresting falling rocks, having a sack-type retaining net anchored to top and bottom cables
US20020056834A1 (en) * 2000-11-13 2002-05-16 Marcel Sennhauser Catchment net for rockfall catchment systems or the like
JP2002322615A (en) * 2001-04-25 2002-11-08 Yoshida Kouzou Design:Kk Protection fence

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