JPH07216829A - Falling stone guiding fence - Google Patents

Falling stone guiding fence

Info

Publication number
JPH07216829A
JPH07216829A JP3427194A JP3427194A JPH07216829A JP H07216829 A JPH07216829 A JP H07216829A JP 3427194 A JP3427194 A JP 3427194A JP 3427194 A JP3427194 A JP 3427194A JP H07216829 A JPH07216829 A JP H07216829A
Authority
JP
Japan
Prior art keywords
slope
wire gauze
supported
rockfall
side edge
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP3427194A
Other languages
Japanese (ja)
Other versions
JP2931830B2 (en
Inventor
Takao Sato
隆雄 佐藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tokyo Seiko Co Ltd
Original Assignee
Tokyo Seiko Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Tokyo Seiko Co Ltd filed Critical Tokyo Seiko Co Ltd
Priority to JP3427194A priority Critical patent/JP2931830B2/en
Publication of JPH07216829A publication Critical patent/JPH07216829A/en
Application granted granted Critical
Publication of JP2931830B2 publication Critical patent/JP2931830B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE:To improve the prevention of falling stones and the like, guiding performance and reliability as well as constructing performance by erecting a group of supports along the side edge part of the slope of a valley, ridge or the like, and providing reinforced wire gauze as falling stone guiding wire gauze along the side edge part of the slope so as to receive and guide the falling stones and the like effectively while cushioning them. CONSTITUTION:Plural supports 1 are erected at spaces apart and supported along at least one side edge part of the slope (a) of a valley, ridge, or the like. The upper edge part of wire gauze 10 with reinforcing ropes 9a, 9b, 9c is connected to the upper part of each support 1 and supported in the suspended state, and the lower edge part of the wire gauze 10 is anchored (8) to the slope (a) side so as to stretch the wire gauze 10 obliquely toward the slope (a). The wire gauze 10 is thus provided along the side edge part of the slope (a) so as to be formed into a falling stone guiding wire gauze 10 for receiving falling stones (c) and the like while cushioning them. The tip part of a hanging rope 3 connected to the upper part of each support 1 is anchored (4) to the outside of the slope (a) and supported, and the tip parts of lateral balance ropes 5 connected to the upper part of each support 1 are respectively anchored to the slope (a) side of each support 1 and the lower side of the wire gauze 10 and supported.

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つて支柱群により上部補強
ロープ付き金網を落石誘導金網として張設したことに特
徴を有する落石誘導柵に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is characterized in that a wire net with an upper reinforcing rope is stretched as a rockfall guide wire net by a group of columns along a side edge of a slope such as a river or a ridge where there is a risk of rockfall. It is related to the falling rock guide fence that we have.

【0002】[0002]

【従来の技術】従来、道路等に近接して落石等の恐れが
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吊持するとともに、この
金網の両側、下部を斜面にアンカーして、その斜面を補
強した金網で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配設されている。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
隔を置き配設し金網を組み込み張設して、横ロープ群で
補強した金網で落石を緩衝的に受け止めるロツクフエン
ス等が配設されている。
2. Description of the Related Art Conventionally, on a relatively steep slope close to a road or the like where rocks may fall, columns are erected horizontally at the upper part of the slope, and each column is supported by hanging ropes. Then, the upper part of the wire mesh reinforced by incorporating a number of vertical and horizontal ropes is connected to and suspended from the group of columns, and both sides and the lower part of this wire mesh are anchored to the slope, and the wire mesh is reinforced by the slope. There is a rock fall protection net that covers the entire surface and absorbs and receives the falling energy of falling rocks. Or
A plurality of columns are erected at a horizontal interval on the lower part of the slope or in the middle part, and a plurality of horizontal ropes are arranged at a vertical interval on this column group and a wire net is installed and stretched, and a wire net reinforced by the horizontal rope group. There is a rock fence and the like to receive rockfalls in a buffer.

【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にわたる大規模な構造になると
ともに、多数の支柱及びアンカーを比較的に脆弱な斜面
に配設する必要があり、多くの手数、手間を要し極めて
危険な作業となり、施工精度や支柱、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配設されて比較
的に小規模になるが、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な作業となり、落石等を直接
に受け止めて損傷し易く、信頼性や耐久性等に問題点が
あるとともに、両者は落石が斜面の外側に飛び出して落
下するのを防止する格別な機能を具備していないなどの
課題がある。
[Problems to be Solved by the Invention] A conventional rockfall protection net is
As mentioned above, it becomes a large-scale structure over the entire surface of the slope, and it is necessary to dispose a large number of columns and anchors on a relatively weak slope, which requires a lot of labor and time, which is extremely dangerous work. Construction accuracy, support pillar, support strength of wire mesh,
There is a problem in reliability. The conventional rock fence is relatively small in size because it is horizontally arranged on the lower side or the middle part of the slope as described above, but the construction of the pillar on the slope and the anchor of the supporting rope are the same work. It is easy to damage by directly receiving falling rocks, and there is a problem in reliability and durability, and both do not have a special function to prevent falling rocks from jumping out of the slope and falling. There are challenges.

【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
面の側縁部に沿い支柱群を建て込み、補強した金網を落
石誘導金網として沿設し、斜面の落石等を効果的に緩衝
して受け止め誘導せしめ、施工性とともに落石等の防
止、誘導性能、信頼性を向上した落石誘導柵を提供する
にある。
The present invention was developed in view of the above-mentioned circumstances, and the object thereof is to build a reinforced wire netting by building a group of columns along the side edge of a slope such as a swamp or a ridge. Along with a rockfall guide wire net, it effectively buffers and guides rockfalls on slopes, and provides a rockfall guide fence with improved workability as well as prevention of rockfalls, guidance performance, and reliability.

【0005】[0005]

【課題を解決するための手段】本発明は、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
隔を置き建て込み支保して、各支柱の上部に補強ロープ
付き金網の上縁部を連結して吊持するとともに、同金網
の下縁部を斜面側にアンカーして斜面に向け斜めに張設
し、同金網を斜面の側縁部に沿設して落石等を緩衝して
受ける落石誘導金網に構成したことにより、比較的に良
好な足場及び強い地盤部で、支柱群及び補強した金網を
落石誘導金網として斜面の側縁部に容易に精度良く沿設
し、施工性とともに落石の受け止め誘導性能、信頼性を
効果的に高めている。
SUMMARY OF THE INVENTION According to the present invention, a plurality of struts are built up and supported along at least one side edge of a slope such as a swamp or a ridge, and a reinforcing rope is attached to the upper portion of each stanchion. While connecting and suspending the upper edge of the wire net, the lower edge of the wire net is anchored to the slope side and stretched diagonally toward the slope, and the same wire mesh is laid along the side edge of the slope and the rock falls. By constructing a rockfall guide wire net that buffers, etc., with relatively good scaffolding and strong ground part, a group of columns and reinforced wire nets are easily laid along the side edge of the slope as a rockfall guide wire net with high accuracy. In addition to the workability, it effectively enhances rock fall catching guidance performance and reliability.

【0006】また、前記の落石誘導柵において、各支柱
の上部に連結した吊りロープの先端部を斜面の外側にア
ンカーして支保するとともに、各支柱の上部に連結した
左右のバランスロープの先端部をそれぞれ各支柱の斜面
側かつ金網の下側にアンカーして支保したことにより、
施工性とともにアンカー性能、支柱の建て込み支保性
能、信頼性をさらに高めている。
In the rockfall guide fence, the ends of the suspension ropes connected to the tops of the columns are supported by anchoring them to the outside of the slope and the ends of the left and right balance ropes connected to the tops of the columns. By anchoring each to the slope side of each strut and the lower side of the wire mesh,
In addition to workability, the anchor performance, the built-in support performance of the stanchions, and the reliability are further enhanced.

【0007】[0007]

【作用】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、強い地盤部で、支柱群及び補強ロープ付き金
網が容易に精度良く建て込み配設され、この支柱群は、
信頼性のある優れたアンカー力及び吊りロープ、左右の
バランスロープで強力に支保されて安定され、また、補
強ロープ付き金網は、前記の支柱群で強力に吊持されて
斜面の側縁部に沿い落石誘導金網としてコンパクトに配
設されて、信頼性のある優れた落石等の受け止め誘導性
能を発揮するとともに、その補修、管理が容易に行わ
れ、耐久性が高められている。
[Operation] A relatively good scaffold along the side edge of a slope such as a swamp or a ridge, a strong ground, and a group of columns and a wire mesh with a reinforcing rope are easily and accurately installed and arranged. ,
The reliable anchor strength and suspension rope, and the balance ropes on the left and right strongly support and stabilize the wire rope.The wire mesh with the reinforced rope is also strongly suspended by the above-mentioned strut group to the side edge of the slope. It is compactly arranged as a falling rock guide wire mesh, and exhibits excellent and reliable receiving and guiding performance of falling rocks, etc., and its repair and management are easily performed, and its durability is enhanced.

【0008】[0008]

【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、横梁等を
構築して形成した法面の防護工、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1の上部に固設した頭部金
具、3は支柱1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3の先端部をヒンジ連結4
aしたアンカー、5は支柱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、6はバランスロープ5
の先端部のアンカー、7は支柱1の上部1aに適宜の手
段で連結し先端部をアンカー8した縦ロープ、8は縦ロ
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縦、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等の側部に構築して斜面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 the road R or the like and is likely to fall rocks as shown in the figure, b is a slope protector formed by constructing vertical and horizontal beams on both sides of the slope a, c is rockfall on slope a, 1
Is a pillar built by hinged connection 2b to the support cradle on the upper part of the anchor 2, 1a is a head metal fitting fixed to the upper part of the pillar 1, and 3 is connected to the head metal fitting 1a of the pillar 1 by appropriate means. The suspension rope 4 is a hinge connection 4 at the tip of the suspension rope 3.
The anchors 5a, 5 are left and right balance ropes connected to the upper portion 1a of the column 1 with U bolts, and 6 is a balance rope 5.
Anchor at the tip of the column, 7 is a vertical rope having the tip 8 anchored by connecting it to the upper portion 1a of the column 1 by an appropriate means, 8 is an anchor at the lower edge of the vertical rope 7 and the wire mesh 10, and 9a and 9b are the wire mesh 10. Vertical and horizontal reinforcing ropes incorporated in the upper and lower edge portions of the above, 9c vertical reinforcing ropes incorporated in the wire mesh 10 at intervals, 12 is constructed on the side of the road R, etc., and under the slope a. It is a lockfence on the constructed foundation 11.

【0009】図示の実施例は、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
き建て込み支保して、各支柱1の上部に補強ロープ9
a,9b,9c付き金網10の上縁部を連結して吊持す
るとともに、同金網10の下縁部を斜面a側にアンカー
8して斜面に向け斜めに張設し、同金網10を斜面aの
側縁部に沿設して落石c等を緩衝して受ける落石誘導金
網10に構成した落石誘導柵になつている。
In the illustrated embodiment, a plurality of struts 1 are built up and supported along at least one side edge portion of a slope a such as a swamp or a ridge at intervals, and a reinforcing rope 9 is provided above each stanchion 1.
While connecting and suspending the upper edge part of the wire net 10 with a, 9b, 9c, the lower edge part of the wire net 10 is anchored to the slope a side and stretched obliquely toward the slope. A rockfall guide fence is provided along the side edge of the slope a, which is formed by a rockfall guide wire net 10 that buffers and receives rocks c and the like.

【0010】また、前記の落石誘導柵において、各支柱
1の上部に連結した吊りロープ3の先端部を斜面aの外
側にアンカー4して支保するとともに、各支柱1の上部
に連結した左右のバランスロープ5の先端部をそれぞれ
各支柱1の斜面a側かつ金網10の下側にアンカー6し
て支保した落石誘導柵になつている。
Further, in the rockfall guide fence, the tip end of the suspension rope 3 connected to the upper portion of each pillar 1 is supported by an anchor 4 on the outside of the slope a, and the left and right sides connected to the upper portion of each pillar 1 are supported. The tip ends of the balance ropes 5 serve as rockfall guide fences supported by anchors 6 on the slope a side of each of the columns 1 and on the lower side of the metal net 10.

【0011】さらに詳述すると、前記の支柱1は、好ま
しくはH形鋼等で形成され、斜面a(図示例は沢、ある
いは尾根等)の少なくとも一方の側縁部(図示例はその
両側縁部)における比較的に良好な足場の強い地盤に植
設したアンカー2の頭部にヒンジ連結(ヒンジピン)2
aして、斜面a側に傾動可能に建て込まれ、この支柱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して、支柱
1を斜面a側に向けて少し傾斜した配置で支保し、ま
た、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の斜面a側の両
側にアンカー6して支保し、支柱1の頭部金物1aに適
宜の連結手段で縦ロープ7の先端部を連結して金網10
の上部側を吊持する。この支柱1は斜面aの側縁部に沿
い間隔を置き配設して支柱1群とする。この支柱1群
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 pillar 1 is preferably made of H-shaped steel or the like, and has at least one side edge portion (the illustrated example has both sides edges) of the slope a (the illustrated example has a ridge or a ridge). Part), hinge connection (hinge pin) 2 is attached to the head of the anchor 2 that is planted in the ground with relatively good scaffolding.
a, it is built so that it can be tilted to the side of the slope a.
Of the suspension rope 3 connected to the upper head metal 1a by an appropriate connecting means is anchored to the protection work b part to support the support column 1 in a slightly inclined position toward the slope a side. , The ends of the left and right balance ropes 5, 5 connected to the upper portion 1a of the support column 1 with U bolts and the like are supported by anchors 6 on both sides of the sloped surface a side of the support column 1 and appropriately attached to the head metal 1a of the support column 1. By connecting the tip of the vertical rope 7 with the connecting means of
Hang the upper side of. The columns 1 are arranged at intervals along the side edge of the slope a to form a group of columns 1. This group of stanchions 1 is provided on one side edge portion when the rock fall c or the like may jump out from the slope a to only the protective work b on one side, and as shown in the figure, the rock fall c or the like is applied to both sides of the slope a. If there is a risk of popping out, install it along both edges.

【0012】また、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が好適に使
用される。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には、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が適用され
る。縦ロープ7の先端部や金網10の下縁部のアンカー
8には、例えば図示のような形状のピンアンカー等が適
用され、いずれにしてもその用途に応じ各種のアンカー
機構が適用される。
The anchor 2 of the column 1 is composed of a bolt portion inserted into a drilled hole as shown in the drawing and filled with concrete or the like, and a column base portion with a hinge pin fixedly mounted on the bolt portion. A structure provided with the hinge connecting mechanism is preferably used. Hanging rope 3 and left and right balance ropes 5,
As the anchors 4 and 6 at the tip end of 5, a structure having the above-described hinge connection mechanism or a structure having a ring part for connection or an appropriate connection fitting on the bolt part is applied. For example, a pin anchor having a shape as shown in the drawing is applied to the tip end of the vertical rope 7 and the anchor 8 at the lower edge of the wire net 10. In any case, various anchor mechanisms are applied according to the application.

【0013】さらに、金網10は、その上縁部及び下縁
部に縦、横の補強ロープ9a,9bを組み込み補強し、
適宜の間隔を置き補強ロープ9cを組み込み補強ロープ
9a,9bに連結して補強し、縦ロープ7に適宜の連結
金具で連結したり、その縦ロープ7を組み込みこともで
きる。また、金網10の上縁部は、縦ロープ7又は金網
の上部に連結した短い吊りロープ(図示省略)で各支柱
1の上部の頭部金具1aに適宜の連結金具で連結して吊
持され、金網10の下縁部は、縦ロープ7の下端部や補
強ロープ9bを適宜の間隔でアンカー8して張設する。
Furthermore, the wire net 10 is reinforced by incorporating vertical and horizontal reinforcing ropes 9a and 9b at its upper and lower edges.
The reinforcing rope 9c may be incorporated at appropriate intervals and connected to the reinforcing ropes 9a and 9b for reinforcement, and may be connected to the vertical rope 7 by an appropriate connecting fitting, or the vertical rope 7 may be incorporated. In addition, the upper edge of the wire net 10 is connected to the head metal fitting 1a on the upper part of each pillar 1 by an appropriate connecting metal fitting by a vertical rope 7 or a short hanging rope (not shown) connected to the upper part of the metal mesh and is suspended. The lower edge of the wire net 10 is stretched with the lower end of the vertical rope 7 and the reinforcing rope 9b as anchors 8 at appropriate intervals.

【0014】前記の落石誘導柵は、沢や尾根等の斜面a
の少なくとも一方の側縁部に又は図示例のように両側の
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9a,9b,9c付き金網
10の上縁部を吊持して、その金網10の下縁部を斜面
a側にアンカー8して斜面aに向け斜めに張設し、この
金網10により落石c等を緩衝して受け止めて斜面aの
外側へ飛び出し落下するのを防止して誘導する構造に構
築され、支柱1群の建て込み及び金網10の張設は、斜
面aの側縁部の比較的に良好な足場、強い地盤部で容易
に精度良く施工されるとともに、金網10は、補強ロー
プ9a,9b,9cによつて補強され、前記の支柱1群
に支持されて斜面aの側縁部に斜めに沿設され、比較的
に小規模でコンパクトに張設されて、落石c等を斜め配
置で効果的に緩衝して受け止め、落石c等の落下エネル
ギーを著しく減少して斜面aの外側への飛びだしを防止
するとともに、この落石c等は著しく減速されて金網1
0の下縁部に沿うようにして徐々に落下し、下部のロツ
クフエンス12に容易に受け止められる。
The rockfall guide fence is a slope a such as a swamp or a ridge.
A plurality of struts 1 are installed at intervals on at least one side edge portion or along side edge portions on both sides as shown in the figure, and a reinforcing wire 9a, 9b, 9c-attached wire mesh 10 is attached to the upper portion 1a of each stanchion 1. The upper edge portion is suspended, and the lower edge portion of the wire net 10 is anchored to the side of the slope a to extend obliquely toward the slope a, and the wire net 10 buffers and receives rockfall c and the like to receive the slope a. It is constructed in a structure that prevents it from jumping out to the outside and guiding it. Building the group of columns 1 and tensioning the wire net 10 is done with a relatively good scaffolding on the side edge of the slope a and a strong ground. The wire mesh 10 is easily and accurately constructed, and is reinforced by the reinforcing ropes 9a, 9b, and 9c, supported by the group of the columns 1 and obliquely provided along the side edge of the slope a, It is installed on a small scale and compactly, and the rock fall c etc. are effectively buffered by the diagonal arrangement. Receiving Te, thereby preventing the protrusion of the outer slope a falling energy such rockfall c significantly reduced, this falling rock c, etc. are markedly decelerated wire mesh 1
It gradually falls along the lower edge of 0 and is easily received by the lower lock fence 12.

【0015】また、支柱1、吊りロープ3、左右のバラ
ンスロープ5及び金網10は、比較的に強い地盤の斜面
aの外側やその側縁部に沿つて容易に精度良くアンカー
2,4,6,8されて、これらの施工性、施工精度、信
頼性が効果的に高められ、支柱1及び金網10の配置精
度や信頼性を効果的に高めている。
The pillars 1, the suspension ropes 3, the left and right balance ropes 5 and the wire nets 10 can be easily and accurately anchored along the outer side of the slope a of the relatively strong ground and the side edges thereof. The workability, the work accuracy, and the reliability are effectively improved, and the arrangement accuracy and the reliability of the support column 1 and the wire mesh 10 are effectively improved.

【0016】[0016]

【発明の効果】本発明は、斜面の側縁部に沿つた比較的
に良好な足場、強い地盤部で、支柱群及び補強ロープ付
き金網が容易に精度良く建て込み配設され、この支柱群
は、信頼性のある優れたアンカー力及び吊りロープ、左
右のバランスロープで強力に支保されて精度良く安定さ
れ、補強ロープ付き金網は、その支柱群で強力に吊持さ
れて斜面の側縁部に沿い落石誘導金網としてコンパクト
に構成されて、信頼性のある優れた落石の受け止め誘導
性能を発揮し、施工性とともに落石誘導性能、信頼性が
著しく向上されている。従ってまた、必要に応じ随時に
保守、管理を容易に行うことができ、耐久性が高められ
コスト節減されるなどの利点を有する。
Industrial Applicability The present invention has a relatively good scaffold along the side edge of a slope and a strong ground, and a group of columns and a wire mesh with a reinforcing rope are easily and accurately built in and arranged. Is highly supported by the reliable and excellent anchoring force and suspension rope, and the left and right balance ropes and is stable with high precision.The wire mesh with the reinforcing rope is strongly suspended by the column group and the side edge of the slope is supported. Along with that, it is compactly constructed as a rockfall guide wire net and exhibits a reliable and excellent rockfall guide and guide performance, and the rockfall guide performance and reliability are significantly improved along with the workability. Therefore, there is an advantage that maintenance and management can be easily performed at any time as needed, durability is enhanced, and cost is reduced.

【図面の簡単な説明】[Brief description of drawings]

【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 portion of FIG.

【符号の説明】[Explanation of symbols]

1 支柱 3 吊りロープ 4,6,8 アンカー 5 バランスロープ 9a,9b,9c 補強ロープ 10 金網 a 斜面 c 落石 1 Support post 3 Suspended rope 4, 6, 8 Anchor 5 Balance rope 9a, 9b, 9c Reinforcement rope 10 Wire mesh a Slope c Rockfall

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 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建て込み支保し
て、各支柱の上部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、同金網の下縁部を斜面側にアン
カーして斜面に向け斜めに張設し、同金網を斜面の側縁
部に沿設して落石等を緩衝して受ける落石誘導金網に構
成したことを特徴とする落石誘導柵。
1. A plurality of struts are built up and supported along at least one side edge of a slope such as a swamp or a ridge, and an upper edge of a wire mesh with a reinforcing rope is connected to an upper portion of each stanchion. In addition to hanging it, the lower edge of the wire net is anchored to the slope side and stretched diagonally toward the slope, and the wire net is installed along the side edge of the slope to buffer rockfall and receive rockfall. A rockfall guide fence characterized by being made of wire mesh.
【請求項2】 請求項1記載の落石誘導柵において、各
支柱の上部に連結した吊りロープの先端部を斜面の外側
にアンカーして支保するとともに、各支柱の上部に連結
した左右のバランスロープの先端部をそれぞれ各支柱の
斜面側かつ金網の下側にアンカーして支保したことを特
徴とする落石誘導柵。
2. The rockfall guide fence according to claim 1, wherein the tip ends of the suspension ropes connected to the upper portions of the columns are supported by anchoring them to the outside of the slope and the left and right balance ropes connected to the upper portions of the columns. The rockfall guide fence is characterized in that the tip end of each is anchored and supported on the slope side of each pillar and below the wire mesh.
JP3427194A 1994-02-08 1994-02-08 Rockfall guide fence Expired - Lifetime JP2931830B2 (en)

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 true JPH07216829A (en) 1995-08-15
JP2931830B2 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)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100591071B1 (en) * 2005-11-02 2006-06-20 (주)원엔지니어링 Slope structure of road
KR100888206B1 (en) * 2008-07-17 2009-03-12 (주)엠 에스산업 Guide fence for dropping prevent of vehicle
JP2017008510A (en) * 2015-06-18 2017-01-12 丈示 嶋 Connection structure of strut for bearing hardware and installation structure of fence body

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100591071B1 (en) * 2005-11-02 2006-06-20 (주)원엔지니어링 Slope structure of road
KR100888206B1 (en) * 2008-07-17 2009-03-12 (주)엠 에스산업 Guide fence for dropping prevent of vehicle
JP2017008510A (en) * 2015-06-18 2017-01-12 丈示 嶋 Connection structure of strut for bearing hardware and installation structure of fence body

Also Published As

Publication number Publication date
JP2931830B2 (en) 1999-08-09

Similar Documents

Publication Publication Date Title
KR102081865B1 (en) Tunnel type rockfall protection structure having variable pole part for shock absorbing
JP5005659B2 (en) Rock fall protection net structure
JP6618124B2 (en) Protective fence and construction method of protective fence
JP2916633B2 (en) Rock fall protection net construction method and pillar device for rock fall protection net pocket formation
JP6114537B2 (en) Rockfall protection device and rockfall protection method
JP3143816U (en) Rock fall protection net structure
JP3954414B2 (en) Protective body using net
JP2015081413A (en) Guard fence
WO2015092829A1 (en) Guard fence
JP5490670B2 (en) Rock fall protection net structure
WO2000004955A1 (en) Safety unit
JPH11148113A (en) Prevention of falling stone, prevention guard fence for snowslide, and pocket type prevention net of falling stone
JP2017002515A (en) Guard fence
EA003592B1 (en) Method for constructing structures useful as catwalks and building scaffolds on slopes
CN218542268U (en) Cantilever type shed tunnel structure for protecting dangerous rock falling rocks
JP7202586B1 (en) protective fence
JPH07216829A (en) Falling stone guiding fence
JP2007113201A (en) Support column for falling rock protection net and falling rock protection net construction method utilizing the support column
JP3874769B2 (en) Falling rock protection net structure and construction method
JP2019065641A (en) Rock fall guard fence
JP3258994B2 (en) Large span rock fall protection method and support device
JP3448788B2 (en) Shock absorbing rock fluence
JP7191638B2 (en) Construction method of protective fence and protective fence
JP2869516B2 (en) Suspended pointed guard fence
KR102662613B1 (en) A wire rope assembly of a rockfall prevention facility, a rockfall prevention facility including the same, and a construction method thereof

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