JP2931830B2 - Rockfall guide fence - Google Patents
Rockfall guide fenceInfo
- Publication number
- JP2931830B2 JP2931830B2 JP3427194A JP3427194A JP2931830B2 JP 2931830 B2 JP2931830 B2 JP 2931830B2 JP 3427194 A JP3427194 A JP 3427194A JP 3427194 A JP3427194 A JP 3427194A JP 2931830 B2 JP2931830 B2 JP 2931830B2
- Authority
- JP
- Japan
- Prior art keywords
- slope
- wire mesh
- ropes
- guide fence
- rope
- 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.)
- Expired - Lifetime
Links
Landscapes
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Description
【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION
【0001】[0001]
【産業上の利用分野】本発明は、落石等の恐れがある沢
や尾根等の斜面の側縁部に沿設した支柱群により、上部
補強ロープ付き金網を吊設し落石等を緩衝し減速して斜
め下方へ誘導する誘導柵に特徴を有する落石誘導柵に関
するものである。BACKGROUND OF THE INVENTION The present invention is to suspend a wire mesh with an upper reinforcing rope by a group of columns along a side edge of a slope such as a swamp or a ridge where there is a risk of falling rocks, buffer the falling rocks and reduce the speed. The present invention relates to a rockfall guide fence characterized by a guide fence that guides diagonally downward.
【0002】[0002]
【従来の技術】従来、道路等に近接し落石等の恐れがあ
る比較的に急峻な斜面では、その斜面の上部に複数の支
柱を水平間隔を置き建て込み、各支柱を吊りロープ等で
支保して、多数の縦、横ロープを組み込み補強した金網
の上部を前記の支柱群に連結して支持し、ロープで補強
された金網の両側、下部を斜面にアンカーして、そのロ
ープで補強した金網で斜面を全面的に覆い、落石等の落
下エネルギーを吸収して受け止める落石防護網が設けら
れている。又は、斜面の下部あるいはまた中間部に複数
の支柱を水平間隔を置き建て込み、この支柱群に複数の
横ロープを上下間隔を置き組み込んだ金網を張設して、
ロープで補強した金網で落石を緩衝して受け止めるロツ
クフエンス等が設けられている。2. Description of the Related Art Conventionally, on a relatively steep slope which is close to a road or the like and there is a risk of falling rocks, a plurality of pillars are installed at the top of the slope at horizontal intervals, and each pillar is supported by a hanging rope or the like. Then, the upper part of the wire mesh reinforced by incorporating a number of vertical and horizontal ropes was connected to and supported by the above-mentioned column group, and both sides and the lower part of the wire mesh reinforced by the rope were anchored on the slope and reinforced with the rope. A rock fall protection net is provided that completely covers the slope with a wire mesh and absorbs and receives fall energy such as rock fall. Or, at the lower part or middle part of the slope, a plurality of columns are installed at horizontal intervals, and a wire mesh incorporating multiple horizontal ropes at upper and lower intervals at this column group is stretched.
Rock fluence, etc., which buffers rockfall with a wire mesh reinforced with ropes, is provided.
【0003】[0003]
【発明が解決しようとする課題】従来の落石防護網は、
前記のように斜面の全面を覆う大規模な構造となる。比
較的に脆弱な斜面に多数の支柱及びアンカーを配設する
必要があり、多くの手数、手間を要し極めて危険な作業
になるなど、施工及びその精度や支柱、金網の支持強
度、信頼性等に問題点がある。従来のロツクフエンス
は、前記のように斜面の下側や中間部に水平に設けられ
て比較的に小規模な構造であるが、斜面への支柱の建て
込みやその支持ロープのアンカーは同様に困難な作業と
なり、落石等を直接に受け止めて損傷し易いなど、信頼
性や耐久性等に問題点がある。両者は基本的に落石等が
斜面の外側に飛び出して落下するのを防止する機能を備
えていないなどの課題がある。The conventional rock fall protection net is:
As described above, a large-scale structure covering the entire slope is obtained. It is necessary to arrange a large number of pillars and anchors on relatively fragile slopes, which requires a lot of work and labor, and it becomes extremely dangerous work, such as construction and its accuracy, support strength of pillars, wire mesh, reliability Etc. have problems. Conventional rock fluences have a relatively small structure, as described above, which are provided horizontally on the lower side and middle of the slope, but it is also difficult to erection of pillars on the slope and anchor of the supporting rope. This is problematic in terms of reliability and durability, for example, because rock fall is directly received and easily damaged. Both have problems such as basically not having a function of preventing falling rocks or the like from jumping out of the slope and falling.
【0004】本発明は、前記のような実情に鑑み開発さ
れたものであり、その目的とする処は、沢や尾根等の斜
面の側縁部に沿い建て込んだ支柱群の斜面側に、補強し
た金網を吊設しかつ斜面の上下方向に対し斜め配置にし
た誘導柵により、斜面の落石等を効果的に緩衝し減速し
て斜め下方へ誘導し、下部のロツクフエンスで受け止め
るなど、施工性とともに落石等の減速、誘導性能及び防
護性能を向上した落石誘導柵を提供するにある。[0004] The present invention has been developed in view of the above-mentioned circumstances, and the object thereof is to provide a method in which a pillar group built along a side edge of a slope such as a swamp or a ridge is provided on a slope side. Guidance fences with reinforced wire mesh suspended and placed diagonally to the up and down direction of the slope effectively dampen rockfalls on the slope, decelerate and guide it diagonally downward, and receive it with the lower rock fluence. Another object of the present invention is to provide a rockfall guiding fence with improved deceleration, guidance performance and protection performance for rockfalls.
【0005】[0005]
【課題を解決するための手段】本発明は、落石等の恐れ
のある沢や尾根等の斜面の少なくとも一方の側縁部に沿
つて、複数の支柱を間隔を置きかつ下方ほど漸次に斜面
側へ突出した斜め配置にして建て込み、斜面の外側にア
ンカーした吊りロープ及び左右のバランスロープによつ
て各支柱を斜面側へ傾斜させて支保し、各支柱の上部の
斜面側に補強ロープ付き金網の上縁部を連結して吊持す
るとともに、補強ロープ付き金網の下縁部を斜面側にア
ンカーして斜面に向けて吊設し、補強ロープ付き金網を
斜面の上下方向に対し斜め配置にして斜面の落石等を緩
衝し減速して斜め下方へ誘導する誘導柵に構成し、斜面
の下部に斜面の落石等を受け止めるロツクフエンスを対
設した落石誘導柵に特徴を有し、この誘導柵は、良好な
足場で強固な地盤の斜面側縁部に沿い容易に精度良くか
つ小規模に施工され、優れた支柱性能によつて吊設され
た補強した金網によつて構成されかつ斜面の上下方向に
対し斜め配置にされて、斜面の落石等を斜めに受けて緩
衝し減速してななめ下方へ誘導し、斜面の側部への落石
等の飛散、落下を防止し、斜面下部のロツクフエンスで
誘導された低速の落石等を受け止め支持するなど、施工
性とともに落石等の減速、誘導性能及び防護性能を効果
的に高めている。SUMMARY OF THE INVENTION According to the present invention, a plurality of columns are provided at intervals along at least one side edge of a slope such as a swamp or a ridge where there is a risk of falling rocks, and the lower the slope, the lower the slope. The pillars are erected in a diagonal arrangement protruding from the slope, and each pillar is tilted and supported to the slope side by a hanging rope anchored on the outside of the slope and left and right balance ropes, and a wire mesh with reinforcing rope is provided on the upper slope side of each pillar. The upper edge of the wire mesh is connected and suspended, and the lower edge of the wire mesh with reinforcing ropes is anchored on the slope side and suspended toward the slope, and the wire mesh with the reinforcing ropes is arranged obliquely with respect to the vertical direction of the slope. It is composed of a guide fence that buffers rockfalls on slopes and decelerates and guides it diagonally downward, and a rockfall guide fence opposite the rock fuence that catches rockfalls on slopes at the bottom of the slopes. Strong ground with good footing The slope is easily and accurately constructed on a small scale along the side edge of the slope, is composed of reinforced wire mesh suspended by excellent strut performance, and is arranged obliquely with respect to the vertical direction of the slope. Absorbs falling rocks obliquely, buffers and decelerates and guides downwards to prevent falling and falling to the side of the slope, and supports and supports low-speed rock fall induced by the rock fuence at the bottom of the slope In addition to the workability, it effectively enhances the deceleration, guidance performance and protection performance of falling rocks.
【0006】[0006]
【作用】本発明は、前記のような構成からなり落石等の
恐れのある沢や尾根等の斜面の側縁部に沿つた良好な足
場で強固な地盤部において、各支柱は、容易に精度良く
建て込まれるとともに、優れたアンカー力及び吊りロー
プ及び左右のバランスロープで強力に支保されて安定さ
れるなど、優れた支柱性能、信頼性が得られる。また、
補強ロープ付き金網は、同様に良好な足場で支柱群の斜
面側に容易に精度良く施工されるとともに、前記の優れ
た支柱性能で吊持されかつ斜面の上下方向に対し斜め配
置で吊設され誘導柵として構成され、この誘導柵は、斜
面の落石等を斜めに受けて効果的に緩衝して適度に減速
し、誘導柵の下部に沿い低速で斜め下方へ誘導して、斜
面の側部への落石等の飛散、落下を防止するとともに、
斜面下部のロツクフエンスで誘導された低速の落石等は
効果的に受け止めて支持するなど、施工性とともに落石
等の低速、誘導性能、防護性能を高めている。また、著
しくコンパクトで小規模な施設となり、補修、管理が容
易に行われ、耐久性を高めている。According to the present invention, in the case of a strong scaffolding and strong ground along the side edge of a slope such as a swamp or a ridge which has a risk of falling rocks or the like having the above-mentioned structure, each strut can be easily and accurately positioned. As well as being built well, it is possible to obtain excellent support performance and reliability, for example, it is strongly supported and stabilized by excellent anchoring force, hanging ropes and left and right balance ropes. Also,
The wire mesh with reinforcement ropes is similarly easily and accurately installed on the slope side of the column group with a good scaffold, is also suspended with the excellent column performance described above, and is suspended obliquely with respect to the vertical direction of the slope. It is configured as a guide fence, and this guide fence receives the falling rocks on the slope diagonally and effectively buffers it, moderately decelerates, guides it diagonally downward at a low speed along the lower part of the guide fence, and To prevent falling and falling rocks
Low-speed rockfalls guided by the rock fuence at the bottom of the slope are effectively received and supported, improving workability and low-speed rockfalls, guiding performance, and protection performance. In addition, the facility is extremely compact and small-scale, and can be easily repaired and managed, improving durability.
【0007】[0007]
【実施例】図1及び図2に本発明の一実施例を示す。図
中aは図示のように道路R等に近接し落石等の恐れがあ
る沢や尾根等の斜面、bは斜面aの両側に縦、横梁等で
構築した法面の防護工、cは斜面aの落石、1はアンカ
ー2の上部の支持受台にヒンジ連結2bして建て込んだ
支柱、1aは支柱の上部に固設した頭部金具、3は支柱
の頭部金具1aに適宜の手段で連結した吊りロープ、4
は吊りロープの先端部をヒンジ連結4aしたアンカー、
5は支柱の上部1aにUボルト等で連結した左右のバラ
ンスロープ、6はバランスロープの先端部のアンカー、
7は支柱の上部1aに適宜の手段で連結し先端部をアン
カー8した縦の補強ロープ、8は縦の補強ロープ7及び
金網10の下縁部のアンカー、9a,9bは金網10の
上縁部と下縁部に組み込んだ横の補強ロープ、9cは金
網10に間隔を置き組み込んだ縦の補強ロープ、12は
道路R等の側部で斜面aの下部に構築した基礎11上の
ロツクフエンスである。1 and 2 show an embodiment of the present invention. In the figure, a is a slope such as a swamp or a ridge which is close to a road R or the like where there is a risk of falling rocks as shown in the figure, b is a slope protection structure constructed with vertical and horizontal beams on both sides of the slope a, c is a slope A rock drop a, 1 is a post built by hinge connection 2b to a support pedestal above the anchor 2, 1a is a head bracket fixed to the upper portion of the post, 3 is an appropriate means for the head bracket 1a of the post. Suspended rope connected by 4
Is an anchor in which the tip of the hanging rope is hinged 4a,
5 is a left and right balance rope connected to the upper part 1a of the support by a U-bolt or the like, 6 is an anchor at the tip of the balance rope,
Reference numeral 7 denotes a vertical reinforcing rope which is connected to the upper part 1a of the column by appropriate means and has an anchor 8 at its tip, 8 denotes an anchor at the lower edge of the vertical reinforcing rope 7 and the wire mesh 10, and 9a and 9b denote upper edges of the wire mesh 10. 9c is a vertical reinforcing rope installed at a distance from the wire mesh 10 and 12 is a rock fluence on a foundation 11 constructed at the lower part of the slope a on the side of the road R or the like. is there.
【0008】図示の実施例は、落石等の恐れのある沢や
尾根等の斜面aの少なくとも一方の側縁部に沿つて、複
数の支柱1を間隔を置きかつ下方ほど漸次に斜面a側へ
突出した斜め配置にして建て込み、斜面aの外側にアン
カー4,6した吊りロープ3及び左右のバランスロープ
5によつて各支柱1を斜面側へ傾斜させて支保し、各支
柱の上部の斜面側に補強ロープ7,9a,9b,9c付
き金網10の上縁部を連結して吊持するとともに、補強
ロープ付き金網10の下縁部を斜面a側にアンカー8し
て斜面aに向けて吊設し、補強ロープ付き金網10を斜
面の上下方向に対し斜め配置にして斜面の落石c等を緩
衝し減速して斜め下方へ誘導する誘導柵に構成し、斜面
aの下部に斜面aの落石c等を受け止めるロツクフエン
ス12を対設したことを特徴とする落石誘導柵になつて
いる。In the illustrated embodiment, a plurality of columns 1 are spaced along at least one side edge of a slope a such as a swamp or a ridge where there is a risk of falling rocks, and gradually downward toward the slope a. Each pillar 1 is tilted to the slope side and supported by the hanging ropes 3 and the left and right balance ropes 5 anchored to the outside of the slope a by anchors 4 and 6, and the slopes at the top of each pillar are installed. The upper edge of the wire mesh 10 with the reinforcing ropes 7, 9a, 9b, 9c is connected and hung on the side, and the lower edge of the wire mesh 10 with the reinforcing rope is anchored 8 on the slope a side to face the slope a. The wire net 10 with the reinforcing ropes is suspended and arranged obliquely with respect to the vertical direction of the slope to form a guide fence that buffers the rocks c on the slope, reduces the speed, and guides the slope downward. Lock fuence 12 for catching falling rocks c And summer for falling rocks induction fence, wherein the door.
【0009】さらに詳述すると、前記の支柱1は、好ま
しくはH形鋼等で形成し、落石c等の恐れがある斜面a
(沢や尾根等)の少なくとも一方の側縁部(図示例は両
側縁部)に沿い、その比較的に良好な足場で強固な地盤
に設けたアンカー2の頭部にヒンジ連結(ヒンジピン)
2aして、斜面a側へ傾動可能に建て込み、支柱1の上
部の頭部金物1aに適宜の連結手段で連結した吊りロー
プ3の先端部を防護工b部にアンカー4し、支柱1の上
部1aにUボルト等で連結した左右のバランスロープ
5,5の各先端部を支柱1近くの斜面両側にアンカー6
して、各支柱1を斜面a側に向けて少し傾斜した配置に
して支保している。また、支柱1は、斜面aの側縁部に
沿い相互に間隔を置き、かつ図示のように下方ほど漸次
に斜面a側へ突出した配置とした支柱1群になつてい
る。さらに、支柱1群の各支柱1に設けた頭部金物1a
に、それぞれ金網10に組み込んだ縦の補強ロープ7の
先端部を適宜の連結手段で連結して補強ロープ付き金網
10の上部側を吊持し、この補強ロープ付き金網10の
下部側をアンカー8して斜面aへ向けて吊設するととも
に、図示のように斜面aの上下方向に対し斜め位置にし
て、斜面の落石c等を受けて緩衝し減速して斜め下方へ
誘導する誘導柵に構成している。この誘導柵は、落石c
等が斜面aから一方側の防護工bのみに飛び出して落下
する恐れのある場合は一方の側縁部に、図示のように落
石c等が斜面aの両側へ飛び出す恐れのある場合は両側
縁部に沿うように配設する。More specifically, the column 1 is preferably made of an H-shaped steel or the like, and has a slope a where there is a risk of falling rocks c.
(Sawa, ridge, etc.) along at least one side edge (in the illustrated example, both side edges) and hingedly connected to the head of an anchor 2 provided on a firm ground with a relatively good scaffold (hinge pin)
2a, it is built so as to be tiltable to the slope a side, and the distal end of the suspension rope 3 connected to the head metal 1a on the upper part of the support 1 by an appropriate connecting means is anchored 4 to the protective b section, and The ends of the left and right balance ropes 5 and 5 connected to the upper part 1a by U bolts or the like are anchored on both sides of the slope near the support 1.
Then, the columns 1 are slightly inclined toward the slope a and are supported. Further, the struts 1 are arranged in a group of struts 1 which are spaced from each other along the side edge of the slope a, and are arranged so as to gradually protrude toward the slope a toward the lower side as shown in the figure. Further, a head metal 1a provided on each of the columns 1 of the group of columns 1 is provided.
The upper ends of the wire meshes 10 with the reinforcing ropes are suspended by connecting the tips of the vertical reinforcing ropes 7 incorporated in the wire meshes 10 with appropriate connecting means. A guide fence that is hung toward the slope a and is positioned obliquely with respect to the up and down direction of the slope a as shown in the figure, receives shocks such as rocks c on the slope, buffers the speed, and decelerates and guides diagonally downward. doing. This guide fence is
If there is a risk of falling out of the slope a only to the protective work b on one side, it may fall on one side edge, and if there is a risk of falling rocks c etc. protruding to both sides of the slope a as shown in FIG. It is arranged along the part.
【0010】支柱1のアンカー2は、図示のように削孔
内に挿入してコンクリート等を充填して植設したボルト
部と、ボルト部上に固設したヒンジピン付き支柱台部と
からなるヒンジ連結機構を備えた構造を好適に使用す
る。吊りロープ3及び左右のバランスロープ5,5の先
端部のアンカー4,6は、前記のようなヒンジ連結機構
を備えた構造や、ボルト部上に連結用のリング部又は適
宜の連結金具を備えた構造のものを適用する。縦ロープ
7の先端部や金網10の下縁部のアンカー8は、例えば
図示のような形状のピンアンカー等を適用し、いずれに
してもその用途に応じ各種のアンカー機構を適用する。[0010] The anchor 2 of the column 1 is a hinge comprising a bolt portion inserted into a drilled hole and filled with concrete or the like as shown in the figure, and a column base with a hinge pin fixed on the bolt portion. A structure having a coupling mechanism is preferably used. The anchors 4 and 6 at the distal ends of the suspension rope 3 and the left and right balance ropes 5 and 5 have a structure having the above-described hinge connection mechanism, a connection ring portion or an appropriate connection fitting on a bolt portion. Apply the one with the structure. As the anchor 8 at the tip of the vertical rope 7 or the lower edge of the wire mesh 10, for example, a pin anchor having a shape as shown in the drawing is applied, and in any case, various anchor mechanisms are applied according to the use.
【0011】さらに、金網10は、上縁部及び下縁部に
横の補強ロープ9a,9bを組み込み、複数の縦の補強
ロープ9cを適宜の間隔を置き組み込み、複数の縦の補
強ロープ7は組み込み、各補強ロープを適宜の連結金具
で連結し補強している。この補強ロープ付き金網10の
上縁部は、各支柱1の上部に設けた頭部金具1aに縦の
補強ロープ7又は金網の上部に連結した短い吊りロープ
(図示省略)や適宜の連結金具で連結して吊持し、金網
10の下縁部は、縦ロープ7の下端部や横の補強ロープ
9bを適宜の間隔でアンカー8して、この補強ロープ付
き金網10を斜面に向けて吊設し、かつ図示のように斜
面aの上下方向に対し斜め配置にして斜面の落石等を緩
衝し減速して斜め下方へ誘導する誘導柵に構成してい
る。また、斜面aの下部には基礎11によりロツクフエ
ンス12を対設して、誘導柵で減速して誘導した低速の
落石等も受け止めて支持する構造とし、前記の誘導柵と
の併設により図示のように比較的に長さを短縮して小型
化している。Further, the wire mesh 10 incorporates horizontal reinforcing ropes 9a and 9b at an upper edge and a lower edge thereof, and incorporates a plurality of vertical reinforcing ropes 9c at appropriate intervals. The reinforcing ropes are assembled and connected with appropriate connecting fittings to reinforce. The upper edge portion of the wire mesh 10 with the reinforcing rope is connected to a vertical metal rope 7 or a short hanging rope (not shown) connected to the upper portion of the wire mesh on the head metal fitting 1a provided on the upper portion of each column 1 or an appropriate connecting metal. At the lower edge of the wire mesh 10, the lower end of the vertical rope 7 and the horizontal reinforcing rope 9 b are anchored 8 at appropriate intervals, and the wire mesh 10 with the reinforcing rope is suspended toward the slope. Further, as shown in the figure, the guide fence is arranged obliquely with respect to the vertical direction of the slope a so as to buffer rocks and the like on the slope, reduce the speed, and guide obliquely downward. A rock fluence 12 is provided at the lower part of the slope a by a foundation 11 so as to receive and support low-speed falling rocks or the like induced by deceleration by the guide fence. The length is relatively shortened and the size is reduced.
【0012】前記の落石誘導柵は、落石c等の恐れのあ
る沢や尾根等の斜面aの少なくとも一方の側縁部又は両
側(図示例)の側縁部に沿い複数の支柱1を間隔を置き
建て込み、各支柱1の上部1aに補強ロープ7,9a,
9b,9c付き金網10の上縁部を吊持して、この補強
ロープ付き金網10の下縁部を斜面a側にアンカー8し
て斜面aに向けて斜めに吊持するとともに、斜面aの上
下方向に対し斜め配置にした構成の誘導柵とし、この誘
導柵により斜面の落石c等を斜めに受けて緩衝し減速し
て、落石c等を誘導柵の下部に沿うように徐々に落下さ
せて斜め下方へ誘導し、落石c等が斜面aの外側へ飛び
出して落下するのを防止するとともに、誘導された低速
の落石c等は、斜面aの下部に対設したロツクフエンス
12に容易に受け止められて支持される。前記の各支柱
1は、比較的に良い足場で強固な地盤において容易に精
度良く建て込まれ、吊りロープ3及び左右のバランスロ
ープ5,5により強力に支保されて安定されるなど、優
れた支柱性能、信頼性を有し、前記の誘導柵は、前記の
ように同様に容易に精度良く施工されるとともに、優れ
た支柱性能により吊設されて、施工性とともに落石等の
緩衝、減速及び誘導性能を有し、総合的に防護性能さら
に耐久性が著しく高められている。また、図示のように
斜面覆式に比べ小規模でコンパクトに構築される。The rock fall guide fence has a plurality of columns 1 along at least one side edge or both side edges (illustrated examples) of a slope a such as a swamp or a ridge where there is a risk of falling rock c. Reinforcement ropes 7, 9a,
The upper edge of the wire mesh 10 with 9b, 9c is suspended, the lower edge of the wire mesh 10 with the reinforcing rope is anchored 8 on the slope a side, and is suspended obliquely toward the slope a. The guide fence has a configuration that is obliquely arranged in the vertical direction. The guide fence receives the rocks c on the slope obliquely, buffers it, decelerates it, and gradually drops the rocks c along the lower part of the guide fence. To prevent the falling rocks c and the like from jumping out of the slope a and dropping, and the guided low-speed rocks c and the like can be easily received by the rock fuence 12 opposed to the lower part of the slope a. Supported. Each of the above-mentioned struts 1 is easily and accurately erected on a firm ground with a relatively good scaffold, and is strongly supported and stabilized by the suspension ropes 3 and the left and right balance ropes 5, 5. It has performance and reliability, and the guide fence is constructed easily and accurately as described above, and is suspended by excellent support performance, so that it can be buffered, decelerated and guided by rock fall etc. along with workability. It has high performance and overall protection performance and durability are significantly improved. Also, as shown in the figure, it is smaller and more compact than the slope-covered type.
【0013】[0013]
【発明の効果】本発明は、前述のような構成からなり落
石等の恐れのある沢や尾根等の斜面の側縁部に沿つた比
較的に良好な足場で強固な地盤部において、各支柱は、
容易に精度良く建て込まれるとともに、優れたアンカー
力及び吊りロープ及び左右のバランスロープで強力に支
保されて安定されるなど、優れた支柱性能、信頼性が得
られる。また、補強ロープ付き金網は、同様に良好な足
場で支柱群の斜面側に容易に精度良く施工されて、前記
の優れた支柱性能で強力に吊持され、かつ斜面の上下方
向に対し斜め配置で吊設され誘導柵として構成され、こ
の誘導柵は、斜面の落石等を斜めに受けて効果的に緩衝
し適度に減速して、この落石等を誘導柵の下側部に沿い
低速で斜め下方へ誘導し、落石等が斜面の側部へ飛散し
て落下するのを防止するとともに、誘導された低速の落
石等は下部のロツクフエンスで効果に受け止められて支
持されるなど、施工性とともに落石等の低速、誘導性
能、防護性能を著しく向上している。また、著しくコン
パクトで小規模な施設となり、補修、管理が容易に行わ
れ、耐久性が高められている。According to the present invention, there is provided a support having a relatively good scaffold and a solid ground along a side edge of a slope such as a swamp or a ridge having the above-mentioned structure and having a risk of falling rocks. Is
In addition to being easily and accurately built, excellent pillar performance and reliability are obtained, such as excellent anchoring force and strong support and stability by hanging ropes and left and right balance ropes. In addition, the wire mesh with reinforcing ropes is similarly easily and accurately installed on the slope side of the pillar group with a good scaffold, is strongly suspended with the excellent pillar performance, and is disposed obliquely with respect to the vertical direction of the slope. The guide fence is suspended as a guide fence. The guide fence receives the falling rocks on the slope diagonally and effectively buffers it, moderately decelerates, and dips the rocks at low speed along the lower part of the guide fence. It guides down and prevents falling rocks etc. from scattering and falling to the side of the slope, and the guided low-speed falling rocks are received and supported by the lower rock fluence effectively and supported by rock fall Low speed, guidance performance, and protection performance are significantly improved. In addition, the facilities are extremely compact and small, and repair and management are easy, and durability is improved.
【図1】本発明の一実施例を示す全体の平面図(A)と
X−X部の拡大側視図(B)FIG. 1 is an overall plan view (A) showing an embodiment of the present invention and an enlarged side view (B) of an XX section.
【図2】図1のY部の拡大平面図である。FIG. 2 is an enlarged plan view of a Y part in FIG.
1 支柱 3 吊りロープ 4,6,8 アンカー 5 バランスロープ 7,9a,9b,9c 補強ロープ 10 金網 12 ロツクフエンス a 斜面 c 落石 DESCRIPTION OF SYMBOLS 1 Prop 3 Suspension rope 4,6,8 Anchor 5 Balance rope 7,9a, 9b, 9c Reinforcement rope 10 Wire mesh 12 Rock fuence a Slope c Rockfall
Claims (1)
少なくとも一方の側縁部に沿つて、複数の支柱を間隔を
置きかつ下方ほど漸次に斜面側へ突出した斜め配置にし
て建て込み、斜面の外側にアンカーした吊りロープ及び
左右のバランスロープによつて各支柱を斜面側へ傾斜さ
せて支保し、各支柱の上部の斜面側に補強ロープ付き金
網の上縁部を連結して吊持するとともに、補強ロープ付
き金網の下縁部を斜面側にアンカーして斜面に向けて吊
設し、補強ロープ付き金網を斜面の上下方向に対し斜め
配置にして斜面の落石等を緩衝し減速して斜め下方へ誘
導する誘導柵に構成し、斜面の下部に斜面の落石等を受
け止めるロツクフエンスを対設したことを特徴とする落
石誘導柵。1. A plurality of pillars are arranged at intervals along at least one side edge of a slope such as a swamp or a ridge where there is a danger of falling rocks, and are constructed in a diagonal arrangement gradually projecting toward the slope toward the lower side. Each pillar is tilted and supported to the slope side by a hanging rope anchored on the outside of the slope and the left and right balance ropes, and the upper edge of the wire mesh with reinforcing rope is connected to the upper slope side of each pillar. While hanging, the lower edge of the wire mesh with reinforcement ropes is anchored on the slope side and suspended toward the slope, and the wire mesh with reinforcement ropes is arranged obliquely with respect to the vertical direction of the slope to buffer rockfall on the slope. A rockfall guide fence comprising a guide fence that decelerates and guides diagonally downward, and a rock fuence that catches rockfalls on the slope at the bottom of the slope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3427194A JP2931830B2 (en) | 1994-02-08 | 1994-02-08 | Rockfall guide fence |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3427194A JP2931830B2 (en) | 1994-02-08 | 1994-02-08 | Rockfall guide fence |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH07216829A JPH07216829A (en) | 1995-08-15 |
| JP2931830B2 true JP2931830B2 (en) | 1999-08-09 |
Family
ID=12409504
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3427194A Expired - Lifetime JP2931830B2 (en) | 1994-02-08 | 1994-02-08 | Rockfall guide fence |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2931830B2 (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100591071B1 (en) * | 2005-11-02 | 2006-06-20 | (주)원엔지니어링 | Additional facilities for inducing rockfall on road slopes |
| KR100888206B1 (en) * | 2008-07-17 | 2009-03-12 | (주)엠 에스산업 | Guide fence for vehicle fall prevention |
| JP6573491B2 (en) * | 2015-06-18 | 2019-09-11 | 丈示 嶋 | Connecting structure of support column to support metal, installation structure of fence body and driftwood flow system |
| CN118029298A (en) * | 2024-03-22 | 2024-05-14 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | A flexible interception structure suitable for rockfall impact near structures and construction method |
-
1994
- 1994-02-08 JP JP3427194A patent/JP2931830B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH07216829A (en) | 1995-08-15 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP2928948B2 (en) | Construction method of large span roof | |
| JPH06341110A (en) | Skeleton structure type bridge and method of installation construction thereof | |
| JP2916633B2 (en) | Rock fall protection net construction method and pillar device for rock fall protection net pocket formation | |
| CN108532769A (en) | A kind of jack-up construction method of the additional elevator shaft structure of assembled | |
| EP1105191B2 (en) | Safety unit | |
| JP4279189B2 (en) | Temporary strut and its construction method | |
| JP3753170B2 (en) | How to build structures useful as roads and construction scaffolds on slopes | |
| JP2931830B2 (en) | Rockfall guide fence | |
| JPH11148113A (en) | Rockfall prevention, avalanche prevention fence and pocket-type rockfall prevention net | |
| CN215564318U (en) | Rigid pull rod large-cantilever scaffold platform structure | |
| JPH10195826A (en) | Bridge construction method and device thereof | |
| CN211815605U (en) | Construction device for pile column type pier tie beam and capping beam | |
| WO2015092829A1 (en) | Guard fence | |
| EP1854940A1 (en) | Scaffolding | |
| CN218542268U (en) | Cantilever type shed tunnel structure for protecting dangerous rock falling rocks | |
| CN117605498A (en) | Integrated structure of bridge, tunnel and shed in steep slope section and its construction method | |
| CN211920714U (en) | Support system of pull-up and pull-down type external hanging self-climbing tower crane | |
| JP3258994B2 (en) | Large span rock fall protection method and support device | |
| JPH03103560A (en) | Truss structure | |
| JP2869516B2 (en) | Suspended pointed guard fence | |
| JPH07216830A (en) | Pile foundation structure of pillars for rockfall protection nets and rockfall protection nets | |
| JP2869519B2 (en) | Suspension rope anchor structure for protection facilities such as falling rocks and falling snow | |
| CN223767143U (en) | Cantilever scaffold structure | |
| CN217054226U (en) | Manual hole digging pile operating platform | |
| JP2744956B2 (en) | Reinforcement structure and reinforcement method of hinge part of gel bar bridge |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 10 Free format text: PAYMENT UNTIL: 20090528 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090528 Year of fee payment: 10 |
|
| S531 | Written request for registration of change of domicile |
Free format text: JAPANESE INTERMEDIATE CODE: R313531 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 10 Free format text: PAYMENT UNTIL: 20090528 |
|
| R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100528 Year of fee payment: 11 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 11 Free format text: PAYMENT UNTIL: 20100528 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110528 Year of fee payment: 12 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 14 Free format text: PAYMENT UNTIL: 20130528 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| EXPY | Cancellation because of completion of term |