JP2001348818A - Shock absorbing fence - Google Patents

Shock absorbing fence

Info

Publication number
JP2001348818A
JP2001348818A JP2000167548A JP2000167548A JP2001348818A JP 2001348818 A JP2001348818 A JP 2001348818A JP 2000167548 A JP2000167548 A JP 2000167548A JP 2000167548 A JP2000167548 A JP 2000167548A JP 2001348818 A JP2001348818 A JP 2001348818A
Authority
JP
Japan
Prior art keywords
rope material
horizontal
shock absorbing
vertical
column
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
JP2000167548A
Other languages
Japanese (ja)
Other versions
JP3593609B2 (en
Inventor
Hiroshi Yoshida
博 吉田
Toshio Kubota
俊男 窪田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Civil Kk
YOSHIDA KOUZOU DESIGN KK
Yoshida Kozo Dezain YK
Civil KK
Original Assignee
Civil Kk
YOSHIDA KOUZOU DESIGN KK
Yoshida Kozo Dezain YK
Civil KK
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 Civil Kk, YOSHIDA KOUZOU DESIGN KK, Yoshida Kozo Dezain YK, Civil KK filed Critical Civil Kk
Priority to JP2000167548A priority Critical patent/JP3593609B2/en
Publication of JP2001348818A publication Critical patent/JP2001348818A/en
Application granted granted Critical
Publication of JP3593609B2 publication Critical patent/JP3593609B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a shock absorbing fence preventing a force in a moving direction of a column from acting on the column and capable of maintaining the installed height of the shock absorbing fence even after a colliding object collides with the shock absorbing fence. SOLUTION: This shock absorbing fence is composed of the column 1 erected at an interval, lateral rope materials 22 tensioned in the inter-column direction, longitudinal rope materials 21 tensioned in the almost orthogonal direction to the lateral rope materials and a net-like material 3 tensioned between the lateral rope materials. It is characterized in that the longitudinal rope materials and the lateral rope materials are connected, a rotary body 12 is installed on the column, the longitudinal rope materials are arranged in the rotational direction of the rotary body, and are installed in a mooring tool arranged on the ground.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、衝突物の衝撃を吸
収する衝撃吸収柵に関するものである。特に、ポケット
式落石防止柵として用いるのに適した衝撃吸収柵に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a shock absorbing fence for absorbing the impact of a collision object. In particular, the present invention relates to a shock absorbing fence suitable for use as a pocket-type rock fall prevention fence.

【0002】[0002]

【従来の技術】従来、ポケット式落石防止柵aなどでは、
山側の法面方向の山側ロープ材fは、一端をアンカーd
で法面に固定し、他端を支柱bに取り付けていた。また、
金網を張る側の谷側ロープ材gの一端も支柱bに取り付
ける。ここで、上記ロープ材(f、g)の途中に摺動可能
な緩衝具を取り付けて、落石などの衝撃を吸収する衝撃
吸収柵とすることもある。図5に従来のポケット式落石
防止柵の断面図を示す。
2. Description of the Related Art Conventionally, in a pocket type rock fall prevention fence a or the like,
One end of the mountain side rope material f in the slope direction on the mountain side is anchored at one end.
And the other end was attached to the support b. Also,
One end of the valley-side rope material g on which the wire mesh is provided is also attached to the column b. Here, a slidable shock absorber may be attached in the middle of the rope material (f, g) to form an impact absorbing fence that absorbs impacts such as falling rocks. FIG. 5 shows a sectional view of a conventional pocket-type rock fall prevention fence.

【0003】[0003]

【本発明が解決しようとする課題】前記した従来のポケ
ット式落石防止柵または衝撃吸収柵にあっては次のよう
な問題点がある。 <イ>金網に落石などが衝突した場合、その衝撃はロー
プ材を介して直接、支柱に伝わる。このため、支柱及びそ
の基礎を充分に強固なものにしておく必要がある。 <ロ>ロープ材の途中に緩衝材を介在させた場合、支柱
に伝わる衝撃は軽減される。しかし、衝撃が完全になくな
るわけではないため、支柱及びその基礎を強固なものに
しておく必要がある。 <ハ>支柱及びその基礎を強固なものにしても、ロープ
材に引っ張られて支柱頭部が谷側に移動する場合があ
る。この結果、金網の上端の高さが低くなり、落石が金網
を飛び越える危険性が生じる。
The above-mentioned conventional pocket-type rock fall prevention fence or impact absorption fence has the following problems. <B> When a rock falls into the wire net, the impact is transmitted directly to the support via the rope material. For this reason, it is necessary to make the column and its foundation sufficiently strong. <B> When the cushioning material is interposed in the middle of the rope material, the impact transmitted to the column is reduced. However, since the impact is not completely eliminated, it is necessary to strengthen the column and its foundation. <C> Even when the support and its foundation are made strong, the support may be moved to the valley side by being pulled by the rope material. As a result, the height of the upper end of the wire mesh is reduced, and there is a risk that falling rocks jump over the wire mesh.

【0004】[0004]

【本発明の目的】本発明は上記したような従来の問題を
解決するためになされたもので、支柱が移動する方向の
力が支柱に作用しにくい衝撃吸収柵を提供することを目
的とする。また、本発明は、衝撃吸収柵の設置時の高さを
衝突物が衝突した後も維持できる衝撃吸収柵を提供する
ことを目的とする。本発明は、これらの目的の少なくとも
1つを達成するものである。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and an object of the present invention is to provide a shock absorbing fence in which a force in a direction in which a column moves is hardly applied to the column. . Another object of the present invention is to provide a shock absorbing fence that can maintain the height of the shock absorbing fence at the time of installation even after a collision object collides. The present invention achieves at least one of these objects.

【0005】[0005]

【課題を解決するための手段】上記のような目的を達成
するために、本発明の第1の発明は、間隔を置いて立て
た支柱と、支柱間方向に張設する横ロープ材と、前記横ロ
ープ材と略直交方向に張設する縦ロープ材と、横ロープ
材間に張る網状物と、からなり、前記縦ロープ材と前記横
ロープ材を接続し、前記支柱に回転体を取り付け、前記縦
ロープ材は前記回転体の回転方向に沿って配置し、地盤
に設置した係留具に取り付けることを特徴とする衝撃吸
収柵である。また、第2の発明は、間隔を置いて立てた支
柱と、支柱間方向に張設する横ロープ材と、前記横ロープ
材と略直交方向に張設する縦ロープ材と、横ロープ材間
に張る網状物と、からなり、前記縦ロープ材と前記横ロー
プ材を接続し、前記支柱に形成した挿通孔に前記縦ロー
プ材を通し、前記縦ロープ材は地盤に設置した係留具に
取り付ける衝撃吸収柵である。ここで、上記の第1乃至第
2の発明において、前記縦ロープ材を摺動可能な端部緩
衝具を介して地盤に設置した係留具に取り付けることも
可能である。また、前記横ロープ材間を連結する斜めロー
プ材であって、前記斜めロープ材の両端を横ロープ材に
取り付け、その中間部はその端部を取り付けた横ロープ
材より下方に位置する横ロープ材に取り付けた斜めロー
プ材を配置することも可能である。
In order to achieve the above object, a first aspect of the present invention is to provide a column which is erected at intervals, a horizontal rope member which is stretched in the direction between columns, and It consists of a vertical rope material stretched in a direction substantially perpendicular to the horizontal rope material, and a mesh material stretched between the horizontal rope materials, and connects the vertical rope material and the horizontal rope material, and attaches a rotating body to the support. The shock absorbing fence is characterized in that the vertical rope material is arranged along the rotation direction of the rotating body and is attached to a mooring tool installed on the ground. In addition, the second invention is characterized in that the pillars stand at intervals, a horizontal rope material stretched in the direction between the pillars, a vertical rope material stretched in a direction substantially orthogonal to the horizontal rope material, And connecting the vertical rope material and the horizontal rope material, passing the vertical rope material through an insertion hole formed in the support, and attaching the vertical rope material to a mooring device installed on the ground. It is a shock absorbing fence. Here, in the first and second inventions described above, the vertical rope material can be attached to a mooring device installed on the ground via a slidable end buffer. Further, a diagonal rope material for connecting the horizontal rope materials, wherein both ends of the diagonal rope material are attached to the horizontal rope material, and an intermediate portion thereof is located below the horizontal rope material to which the end is attached. It is also possible to arrange a diagonal rope material attached to the material.

【0006】[0006]

【本発明の実施の形態】以下図面を参照しながら本発明
の実施の形態について説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0007】<イ>全体の構成 衝撃吸収柵10は、例えば、法面方向と略直交方向に間隔
を置いて立てた支柱1と、支柱間方向に張設する横ロー
プ材22と、前記横ロープ材と略直交方向に張設する縦
ロープ材21と、横ロープ材間に張る網状物3とからな
る。
<A> Overall Configuration The shock absorbing fence 10 includes, for example, a column 1 standing at an interval in a direction substantially perpendicular to a slope surface, a horizontal rope member 22 stretched in a direction between columns, and the horizontal It is composed of a vertical rope material 21 stretched in a direction substantially orthogonal to the rope material, and a mesh material 3 stretched between the horizontal rope materials.

【0008】<ロ>支柱 支柱1には、円筒形や角柱状の鋼管や鋼材、H型鋼材、山
形鋼材など落石防止柵に使用される公知の支柱が使用で
きる。支柱1の例えば上端には、回転体12を取り付け
る。回転体12としては、滑車又はローラなどが使用でき
る。例えば、回転体12の下半分を支柱の内部に挿入し
て、回転体の軸を支柱の上端で支持する。滑車を使用する
場合は、溝の深さを配置するロープ材より深くしておく
ことが望ましい。なお、回転体12に配置するロープ材の
脱落を防止するために、回転体の外側に公知の脱落防止
材(図示せず)を設置することもできる。なお、回転体1
2は支柱の途中又は下端付近にも取り付けることができ
る。支柱1の下端は、アンカー又はコンクリート基礎など
の公知の方法で法面に固定する。なお、支柱1に支持ロー
プ材23を取り付けて、支柱1を固定することも可能で
ある。支持ロープ材23は、下記の縦ロープ材21を係留
する係留具5に係留することも可能である。この場合、支
持ロープ材23を係留する係留具を別個に設置する必要
がない。図2に、衝撃吸収柵10の平面図を示す。支柱1
は、衝撃吸収柵10の高さを確保するために使用される。
<B> Support The support 1 may be a known support used for a rockfall prevention fence, such as a cylindrical or prismatic steel pipe, steel, H-shaped steel, or angle steel. The rotating body 12 is attached to, for example, the upper end of the column 1. As the rotating body 12, a pulley or a roller can be used. For example, the lower half of the rotating body 12 is inserted into the column, and the shaft of the rotating body is supported at the upper end of the column. When using a pulley, it is desirable to make the depth of the groove deeper than the rope material to be arranged. In addition, in order to prevent the rope material disposed on the rotating body 12 from falling off, a known falling-off preventing material (not shown) may be installed outside the rotating body. The rotating body 1
2 can also be attached in the middle of the column or near the lower end. The lower end of the column 1 is fixed to the slope by a known method such as an anchor or a concrete foundation. Note that it is also possible to fix the support 1 by attaching the support rope material 23 to the support 1. The support rope member 23 can also be moored to the mooring device 5 for mooring the vertical rope member 21 described below. In this case, there is no need to separately install a mooring device for mooring the support rope material 23. FIG. 2 shows a plan view of the shock absorbing fence 10. Prop 1
Is used to secure the height of the shock absorbing fence 10.

【0009】<ハ>縦ロープ材 縦ロープ材21は、法面方向に張設する、例えばワイヤー
ロープなどである。縦ロープ材21の山側の端部は、端部
緩衝具41を介して係留具5に係留する。なお、端部緩衝
具41を使用しないで、直接、縦ロープ材21を係留具5
に係留することもできる。係留具5には公知のロックア
ンカーなどを使用する。端部緩衝具41は、縦ロープ材2
1に引張力が生じた場合に摺動してエネルギーを吸収す
る金具である。例えば、ロープ材を対向する板材で挟持す
るような公知の緩衝具が使用できる。縦ロープ材21は、
支柱の回転体12の回転方向に沿って配置する。例えば
回転体12として滑車を使用する場合は、滑車の溝に沿
って配置する。
<C> Vertical rope material The vertical rope material 21 is, for example, a wire rope stretched in the direction of the slope. The mountain-side end of the vertical rope material 21 is moored to the mooring tool 5 via the end buffer 41. Note that the vertical rope material 21 is directly attached to the mooring device 5 without using the end cushioning device 41.
It can also be moored. A known lock anchor or the like is used for the mooring tool 5. The end cushioning member 41 is a vertical rope material 2
1 is a metal fitting that slides and absorbs energy when a tensile force is generated. For example, a well-known shock-absorbing device in which a rope material is sandwiched between opposed plate materials can be used. The vertical rope material 21
It is arranged along the rotation direction of the rotating body 12 of the column. For example, when a pulley is used as the rotating body 12, the pulley is arranged along the groove of the pulley.

【0010】<ニ>横ロープ材 横ロープ材22は、支柱間方向に張設する、例えばワイヤ
ーロープなどである。支柱間方向とは、支柱が並んでいる
方向をいい、縦ロープ材と略直交する方向である。横ロー
プ材22は、縦ロープ材21に例えば交差部緩衝具42
を介して取り付ける。横ロープ材22の端部は、例えば端
部緩衝具などを介して係留具で法面に固定する。交差部
緩衝具42は、ロープ材に引張力が生じた場合に摺動し
てエネルギーを吸収する金具である。例えば、対向する3
枚の板材間に交差するロープ材を1本づつ挟み、板材を
ボルトで締付けるような公知の緩衝具が使用できる。横
ロープ材22は、網状物3を吊るための吊りロープとし
て使用できる。網状物3は、横ロープ材22間を衝突物が
通過するのを防ぐために設置する。
<D> Horizontal Rope Material The horizontal rope material 22 is, for example, a wire rope or the like that is stretched in the direction between the columns. The direction between the supports refers to a direction in which the supports are arranged, and is a direction substantially orthogonal to the vertical rope material. The horizontal rope material 22 is attached to the vertical rope material 21 by, for example, an intersection buffer 42.
Attach through. The end of the horizontal rope material 22 is fixed to the slope by a mooring tool via, for example, an end buffer. The crossing buffer 42 is a metal fitting that slides and absorbs energy when a tensile force is generated in the rope material. For example, opposing 3
A well-known shock-absorbing device can be used in which the intersecting rope members are sandwiched between the plate members one by one, and the plate members are tightened with bolts. The horizontal rope material 22 can be used as a suspension rope for suspending the mesh material 3. The mesh material 3 is installed to prevent a collision object from passing between the horizontal rope materials 22.

【0011】<ホ>斜めロープ材 斜めロープ材24は、横ロープ材間を上下方向に連結す
るロープ材である。図3に、斜めロープ材24を配置した
場合の衝撃吸収柵10の正面図を示す。斜めロープ材2
4の両端は、例えば平行緩衝具43を介して横ロープ材
22に取り付ける。そして、端部を取り付けた横ロープ材
より下方に位置する横ロープ材に、その斜めロープ材2
4の中間部を平行緩衝具43を介して取り付ける。中間
部の取り付けに使用する平行緩衝具43は1つでも、2
つでもよい。正面図でみる斜めロープ材の形状は、中間部
に使用する平行緩衝具が1つの場合は三角形状、2つの
場合は台形状となる。ここで、平行緩衝具43は、ロープ
材に引張力が生じた場合に摺動してエネルギーを吸収す
る金具である。例えば、並置したロープ材を対向する板材
で挟持するような公知の緩衝具が使用できる。斜めロー
プ材24は、引張力が生じると水平になろうとする。こ
の結果、斜めロープ材24の中間部を取り付けた横ロー
プ材は上方に引き上げられ、衝突前後において横ロープ
材の高さの変化が少なくなる。なお、横ロープ材22に
斜めロープ材24を取り付ける場合に、平行緩衝具43
を使用しなくてもよい。また、一部で使用するだけでもよ
い。平行緩衝具43を使用しなくても、横ロープ材が下方
に下がるのを低減する効果は得ることができる。
<E> Diagonal rope material The diagonal rope material 24 is a rope material that connects the horizontal rope materials in the vertical direction. FIG. 3 shows a front view of the shock absorbing fence 10 when the oblique rope member 24 is arranged. Diagonal rope material 2
4 are attached to the horizontal rope material 22 via, for example, a parallel buffer 43. Then, the oblique rope material 2 is attached to the lateral rope material located below the lateral rope material to which the end is attached.
4 is attached via a parallel buffer 43. Even if one parallel shock absorber 43 is used to attach the middle part,
One. The shape of the oblique rope material seen from the front view is triangular when one parallel buffer is used in the middle part, and trapezoidal when two parallel buffers are used. Here, the parallel buffer 43 is a metal fitting that slides and absorbs energy when a tensile force is generated in the rope material. For example, a known shock-absorbing device in which the side-by-side rope members are sandwiched between opposing plate members can be used. The oblique rope material 24 tends to become horizontal when a tensile force is generated. As a result, the horizontal rope material to which the intermediate portion of the diagonal rope material 24 is attached is lifted upward, and a change in the height of the horizontal rope material before and after the collision is reduced. When attaching the oblique rope material 24 to the horizontal rope material 22, the parallel buffer 43
Need not be used. Also, it may be used only partially. Even if the parallel shock absorber 43 is not used, the effect of reducing the downward movement of the horizontal rope material can be obtained.

【0012】<ヘ>作用 衝突物が衝撃吸収柵10の網状物3に衝突すると、網状
物3と横ロープ材22とは谷側に押し出される。そして、
横ロープ材22を接続した縦ロープ材21に引張力が生
じる。縦ロープ材21を配置した回転体12が回転する
ため、支柱1には谷側方向の力はほとんど作用しない。支
柱1に作用する主な力は、支柱を法面に押し付ける方向
の力である。縦ロープ材21は、端部緩衝具41を介して
係留具5に接続している。このため、縦ロープ材21に
生じた引張力は、支柱に伝達されることなく端部緩衝具
41まで伝わる。そして、端部緩衝具41内を縦ロープ材
21が摺動することにより、縦ロープ材21に伝達した
衝撃は吸収される。
<F> Operation When the colliding object collides with the mesh member 3 of the shock absorbing fence 10, the mesh member 3 and the horizontal rope member 22 are pushed to the valley side. And
A tensile force is generated in the vertical rope material 21 to which the horizontal rope material 22 is connected. Since the rotating body 12 on which the vertical rope material 21 is arranged rotates, almost no trough-side force acts on the column 1. The main force acting on the column 1 is a force in the direction of pressing the column against the slope. The vertical rope material 21 is connected to the mooring device 5 via the end buffer device 41. For this reason, the tensile force generated in the vertical rope material 21 is transmitted to the end buffer 41 without being transmitted to the column. Then, when the vertical rope member 21 slides in the end buffer member 41, the impact transmitted to the vertical rope member 21 is absorbed.

【0013】[0013]

【その他の実施の形態】支柱1の上端に回転体を配置す
る代わりに、支柱の例えば上端部付近に挿通孔11を形
成する。挿通孔11は、支柱の略軸直交方向に貫通する孔
である。挿通孔11の孔の大きさは、前記縦ロープ材21
の直径より大きくし、縦ロープ材21が中でスムーズに
移動できる大きさとする。挿通孔11内面に潤滑材を塗
布する、ローラ又は滑車などを内部に設置する等して縦
ロープ材21と挿通孔11の摩擦を低減することもでき
る。なお、挿通孔11の形状は、円筒形、角筒形などの形状
とすることができる。図4に、挿通孔を形成した衝撃吸収
柵10の斜視図を示す。
[Other Embodiments] Instead of arranging a rotating body at the upper end of a column 1, an insertion hole 11 is formed near the upper end of the column, for example. The insertion hole 11 is a hole that penetrates in a direction substantially orthogonal to the axis of the column. The size of the insertion hole 11 depends on the length of the vertical rope material 21.
Of the vertical rope material 21 so that the vertical rope material 21 can move smoothly inside. It is also possible to reduce the friction between the vertical rope member 21 and the insertion hole 11 by applying a lubricant to the inner surface of the insertion hole 11, installing a roller or a pulley therein, or the like. Note that the shape of the insertion hole 11 can be a shape such as a cylindrical shape or a rectangular tube shape. FIG. 4 shows a perspective view of the shock absorbing fence 10 in which the insertion hole is formed.

【0014】[0014]

【本発明の効果】本発明の衝撃吸収柵は以上説明したよ
うになるから次のような効果を得ることができる。 <イ>縦ロープ材及び横ロープ材と支柱は連結されてお
らず、縦ロープ材は支柱の回転体又は挿通孔に通してあ
るだけである。このため、衝突物の衝撃は支柱が移動する
方向にはほとんど伝わらない。この結果、支柱及び支柱の
基礎を簡略化できる。 <ロ>ロープ材が受けた衝撃によって支柱が移動又は変
形又は転倒しない。このため、衝撃吸収柵の高さを衝突前
後で維持できる。この結果、衝突後も衝突前と同様に落石
などの衝突物が衝撃吸収柵を飛び越すのを防ぐことがで
きる。 <ハ>各横ロープ材を上方に引き上げるための斜めロー
プ材を設置できる。この場合、衝突後も横ロープ材が下方
に垂れ下がりにくい。この結果、衝突後も衝突前と同様に
落石などの衝突物が衝撃吸収柵を飛び越すのを防ぐこと
ができる。
According to the shock absorbing fence of the present invention, the following effects can be obtained. <A> The vertical rope material and the horizontal rope material are not connected to the support, and the vertical rope material only passes through the rotating body or the insertion hole of the support. Therefore, the impact of the collision object is hardly transmitted in the direction in which the column moves. As a result, the support and the foundation of the support can be simplified. <B> The strut does not move, deform or fall due to the impact received by the rope material. Therefore, the height of the shock absorbing fence can be maintained before and after the collision. As a result, it is possible to prevent a collision object such as a falling rock from jumping over the shock absorbing fence after the collision as in the case before the collision. <C> An oblique rope material for lifting each horizontal rope material upward can be installed. In this case, the horizontal rope material is unlikely to hang down even after the collision. As a result, it is possible to prevent a collision object such as a falling rock from jumping over the shock absorbing fence after the collision as in the case before the collision.

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

【図1】本発明の衝撃吸収柵の実施例の支柱付近の拡大
斜視図
FIG. 1 is an enlarged perspective view showing the vicinity of a support in an embodiment of a shock absorbing fence according to the present invention.

【図2】衝撃吸収柵の実施例の平面図FIG. 2 is a plan view of an embodiment of a shock absorbing fence.

【図3】斜めロープ材を取り付けた衝撃吸収柵の実施例
の正面図
FIG. 3 is a front view of the embodiment of the shock absorbing fence to which the diagonal rope material is attached.

【図4】支柱に挿通孔を形成したその他の実施例の支柱
付近の拡大斜視図
FIG. 4 is an enlarged perspective view of the vicinity of a pillar in another embodiment in which an insertion hole is formed in the pillar.

【図5】従来のポケット式落石防止柵の断面図FIG. 5 is a sectional view of a conventional pocket-type rock fall prevention fence.

【符号の説明】[Explanation of symbols]

1・・・支柱 10・・衝撃吸収柵 11・・挿通孔 12・・回転体 21・・縦ロープ材 22・・横ロープ材 24・・斜めロープ材 3・・・網状物 41・・端部緩衝具 42・・交差部緩衝具 43・・平行緩衝具 5・・・係留具 DESCRIPTION OF SYMBOLS 1 ... Prop 10 ... Shock absorbing fence 11 ... Insertion hole 12 ... Rotary body 21 ... Vertical rope material 22 ... Horizontal rope material 24 ... Diagonal rope material 3 ... Net-like material 41 ... End part Shock absorber 42: Cross-section shock absorber 43: Parallel shock absorber 5: Mooring tool

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】間隔を置いて立てた支柱と、支柱間方向に
張設する横ロープ材と、前記横ロープ材と略直交方向に
張設する縦ロープ材と、横ロープ材間に張る網状物と、か
らなり、前記縦ロープ材と前記横ロープ材を接続し、前記
支柱に回転体を取り付け、前記縦ロープ材は前記回転体
の回転方向に沿って配置し、地盤に設置した係留具に取
り付けることを特徴とする、衝撃吸収柵。
1. A strut which is erected at intervals, a horizontal rope material stretched in the direction between the pillars, a vertical rope material stretched in a direction substantially orthogonal to the horizontal rope material, and a mesh stretched between the horizontal rope materials. An object, the vertical rope material and the horizontal rope material are connected, a rotating body is attached to the support, and the vertical rope material is disposed along a rotation direction of the rotating body, and the mooring device is installed on the ground. Shock absorbing fence characterized by being attached to
【請求項2】間隔を置いて立てた支柱と、支柱間方向に
張設する横ロープ材と、前記横ロープ材と略直交方向に
張設する縦ロープ材と、横ロープ材間に張る網状物と、か
らなり、前記縦ロープ材と前記横ロープ材を接続し、前記
支柱に形成した挿通孔に前記縦ロープ材を通し、前記縦
ロープ材は地盤に設置した係留具に取り付ける、衝撃吸
収柵。
2. A strut strung at intervals, a horizontal rope material stretched in the direction between the pillars, a vertical rope material stretched in a direction substantially orthogonal to the horizontal rope material, and a mesh stretched between the horizontal rope materials. And connecting the vertical rope material and the horizontal rope material, passing the vertical rope material through an insertion hole formed in the column, and attaching the vertical rope material to a mooring device installed on the ground. fence.
【請求項3】前記縦ロープ材を摺動可能な端部緩衝具を
介して地盤に設置した係留具に取り付けることを特徴と
する、請求項1乃至2記載の衝撃吸収柵。
3. The shock absorbing fence according to claim 1, wherein the vertical rope material is attached to a mooring device installed on the ground via a slidable end buffering device.
【請求項4】前記横ロープ材間を連結する斜めロープ材
であって、前記斜めロープ材の両端を横ロープ材に取り
付け、その中間部はその端部を取り付けた横ロープ材よ
り下方に位置する横ロープ材に取り付けた斜めロープ材
を配置することを特徴とする、請求項1乃至3記載の衝
撃吸収柵。
4. An oblique rope material connecting the horizontal rope materials, wherein both ends of the oblique rope material are attached to the horizontal rope material, and an intermediate portion thereof is located below the horizontal rope material to which the end is attached. The shock absorbing fence according to claim 1, wherein an oblique rope material attached to the horizontal rope material is arranged.
JP2000167548A 2000-06-05 2000-06-05 Shock absorbing fence Expired - Lifetime JP3593609B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000167548A JP3593609B2 (en) 2000-06-05 2000-06-05 Shock absorbing fence

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000167548A JP3593609B2 (en) 2000-06-05 2000-06-05 Shock absorbing fence

Publications (2)

Publication Number Publication Date
JP2001348818A true JP2001348818A (en) 2001-12-21
JP3593609B2 JP3593609B2 (en) 2004-11-24

Family

ID=18670687

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000167548A Expired - Lifetime JP3593609B2 (en) 2000-06-05 2000-06-05 Shock absorbing fence

Country Status (1)

Country Link
JP (1) JP3593609B2 (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002256517A (en) * 2001-03-01 2002-09-11 Nippon Zenith Pipe Co Ltd Device and method for absorbing falling stone
JP2007113201A (en) * 2005-10-18 2007-05-10 Tokyo Seiko Co Ltd Support column for falling rock protection net and falling rock protection net construction method utilizing the support column
JP2007205158A (en) * 2006-02-01 2007-08-16 Isofer Ag Receiving fence for snowslide, falling stone or falling tree
WO2009127076A1 (en) * 2008-04-16 2009-10-22 Geobrugg Ag Cable guide for longitudinally, transversally or vertically movable wires, strands or cables
JP2009256884A (en) * 2008-04-11 2009-11-05 Tooesu:Kk Rock fall protection net structure
JP2013217020A (en) * 2012-04-04 2013-10-24 Tokyo Seiko Co Ltd Falling body protection device and reinforcing method therefor
CN103410162A (en) * 2013-08-28 2013-11-27 布鲁克(成都)工程有限公司 Flexible blocking net
JP2015037115A (en) * 2013-08-13 2015-02-23 Jfeテクノス株式会社 Cable suspension aerial photovoltaic power generator
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Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002256517A (en) * 2001-03-01 2002-09-11 Nippon Zenith Pipe Co Ltd Device and method for absorbing falling stone
JP4560223B2 (en) * 2001-03-01 2010-10-13 日本ゼニスパイプ株式会社 Rock fall absorber
JP2007113201A (en) * 2005-10-18 2007-05-10 Tokyo Seiko Co Ltd Support column for falling rock protection net and falling rock protection net construction method utilizing the support column
JP4630792B2 (en) * 2005-10-18 2011-02-09 東京製綱株式会社 Falling rock protection net support and falling rock protection net construction method using it
JP2007205158A (en) * 2006-02-01 2007-08-16 Isofer Ag Receiving fence for snowslide, falling stone or falling tree
JP2009256884A (en) * 2008-04-11 2009-11-05 Tooesu:Kk Rock fall protection net structure
WO2009127076A1 (en) * 2008-04-16 2009-10-22 Geobrugg Ag Cable guide for longitudinally, transversally or vertically movable wires, strands or cables
JP2013217020A (en) * 2012-04-04 2013-10-24 Tokyo Seiko Co Ltd Falling body protection device and reinforcing method therefor
JP2015037115A (en) * 2013-08-13 2015-02-23 Jfeテクノス株式会社 Cable suspension aerial photovoltaic power generator
CN103410162A (en) * 2013-08-28 2013-11-27 布鲁克(成都)工程有限公司 Flexible blocking net
CN103410162B (en) * 2013-08-28 2015-08-12 布鲁克(成都)工程有限公司 Flexible blocking backstop
CN115038840A (en) * 2020-01-28 2022-09-09 集奥布鲁克有限公司 Energy absorbing device, strut, cable brake, safety net structure and method

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