JP2006176998A - Impact-absorbing fence - Google Patents

Impact-absorbing fence Download PDF

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JP2006176998A
JP2006176998A JP2004370101A JP2004370101A JP2006176998A JP 2006176998 A JP2006176998 A JP 2006176998A JP 2004370101 A JP2004370101 A JP 2004370101A JP 2004370101 A JP2004370101 A JP 2004370101A JP 2006176998 A JP2006176998 A JP 2006176998A
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rope
impact
rope member
fence
absorbing fence
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JP4401283B2 (en
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Hiroshi Yoshida
吉田博
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YOSHIDA KOUZOU DESIGN KK
Yoshida Kozo Dezain YK
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YOSHIDA KOUZOU DESIGN KK
Yoshida Kozo Dezain YK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an impact-absorbing fence which can stop a colliding object without destroying the fence, even if the colliding object collides with the vicinity of a support. <P>SOLUTION: This impact-absorbing fence is constituted by horizontally laying three or more rope materials 21, 22 and 23 among three or more supports 11 and 12 which are erected at intervals. All the rope materials 21, 22 and 23 are connected to the end support 11. The rope material 23 which is arranged in a state of crossing the at least one intermediate support 12 without being connected to it can be moved in the direction opposite to the direction of the entry of the colliding object without being restrained by the support 12 when the colliding object collides with the fence. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は落石防止用柵或いはガードロープ等に用いられる衝撃吸収柵に関する。   The present invention relates to an impact absorbing fence used for a rockfall prevention fence or a guard rope.

中小規模の落石防止手段に用いられる衝撃吸収柵として特許文献1に記載のものが知られている。
この従来の衝撃吸収柵は、図5に示すように、山腹または路側に所定の間隔を隔てて立設した鋼製の各支柱80間に多数のロープ材81を多段的に横架すると共に各ロープ材81を各支柱80に付設した連結具82を介して連結し、これらの各ロープ材81の片面に菱形金網等の網状物83を張り付けて構成し、そして支柱80の剛性とロープ材81及び網状物83の変形で以って落石等の衝突物Wが保有する衝撃エネルギーを吸収する機構になっている。
The thing of patent document 1 is known as an impact-absorbing fence used for a medium and small-scale rock fall prevention means.
As shown in FIG. 5, this conventional shock absorbing fence hangs a large number of rope members 81 in a multistage manner between steel struts 80 erected on the mountainside or roadside at a predetermined interval. The rope member 81 is connected via a connecting tool 82 attached to each column 80, a mesh 83 such as a rhombus wire mesh is attached to one side of each rope member 81, and the rigidity of the column 80 and the rope member 81 are configured. Further, the deformation of the net 83 is a mechanism for absorbing the impact energy held by the collision object W such as falling rocks.

また図6に示すようなスパンの両端に緩衝機能付きの連結具82を介して各支柱80間に複数のロープ材81を多段的に横架して衝撃吸収柵も知られている。
特開平8−144226号公報
In addition, an impact absorbing fence is also known in which a plurality of rope members 81 are horizontally mounted in a multistage manner between each support 80 via a coupling tool 82 having a buffer function at both ends of the span as shown in FIG.
JP-A-8-144226

前述した従来の衝撃吸収柵にあってはつぎのような問題点がある。
(1)横架させた各ロープ材81が、スパン毎に各支柱80に連結されていることから、衝突物Wの衝突位置が支柱80の近傍であると、ロープ材81が十分に変形しきれないためにロープ材81自体や、連結具82に過大な荷重が作用する。
そのために、ロープ材81が破断したり、連結具82が破壊したりする。
(2)スパン中央付近に衝突物Wが衝突するとロープ材81及び網状物83が大きく変形するので発生する衝撃力が小さく、衝撃吸収柵は破壊しない。その半面、衝突物が支柱近傍に衝突すると、ロープ材81が支柱80に連結されているためロープ材81及び網状物83の変形量が小さく、したがって、発生する衝撃力が大きくなって衝撃吸収柵が容易に破壊するに至る。
(3)他の衝撃吸収柵として、上下縁のみにロープ材を張設し、これらの上下ロープ材の間に帯状の網状物を張り巡らすと共に、この網状物を中間支柱に連結しないで構成した柵(図示を省略)が知られている。
この衝撃吸収柵の場合、強度が大きいワイヤでリング状や格子状に編んだ網状物を使用する必要があり、材料費を含めて建設コストが高くつく。
The above-described conventional shock absorbing fence has the following problems.
(1) Since each rope member 81 laid horizontally is connected to each column 80 for each span, if the collision position of the colliding object W is in the vicinity of the column 80, the rope member 81 is sufficiently deformed. Since it cannot be broken, an excessive load acts on the rope member 81 itself and the connecting tool 82.
Therefore, the rope material 81 is broken or the connecting tool 82 is broken.
(2) When the collision object W collides with the vicinity of the center of the span, the rope member 81 and the net 83 are greatly deformed, so that the generated impact force is small and the shock absorbing fence is not destroyed. On the other hand, when the collision object collides with the vicinity of the support column, the rope member 81 is connected to the support column 80, so that the deformation amount of the rope member 81 and the net-like object 83 is small. Can easily be destroyed.
(3) As another shock absorbing fence, a rope material is stretched only on the upper and lower edges, a belt-like net is stretched between these upper and lower rope materials, and this net is not connected to the intermediate strut. A fence (not shown) is known.
In the case of this shock absorbing fence, it is necessary to use a net-like material knitted in a ring shape or a lattice shape with a wire having a high strength, and the construction cost including the material cost is high.

本発明は以上の点に鑑みなされたもので、その目的とするところは、支柱の近傍に衝突物が衝突しても、破壊することなく衝突物を停止させることができる衝撃吸収柵を提供することを目的とする。   The present invention has been made in view of the above points, and an object of the present invention is to provide an impact absorbing fence that can stop a colliding object without breaking even if the colliding object collides with the vicinity of a column. For the purpose.

上記課題を達成するため、本願の第1発明に係る衝撃吸収柵は、間隔をおいて立設する3本以上の支柱間に3本以上のロープ材を横架して構成する衝撃吸収柵であって、端末の支柱に対してすべてのロープ材を連結し、少なくとも1本の中間の支柱に対して上端及び下端のロープ材を係合して配置し、前記上端及び下端のロープ材の間に位置するロープ材を少なくとも1本の中間の支柱に対して連結させずに交差して配置し、衝突物が衝突したときに、ロープ材が支柱によって拘束されることなく衝突物の進入方向の反対方向に移動可能に構成したことを特徴とするものである。
本願の第2発明に係る衝撃吸収柵は、前記第1発明おいて、ロープ材の端部またはロープ材の中間に衝撃吸収装置を取り付け、ロープ材の引張力がある一定値以上に達すると摺動を許容するように構成したことを特徴とするものである。
本願の第3発明に係る衝撃吸収柵は、前記第1または第2発明において複数のロープ材に亘って網状物を付設したことを特徴とするものである。
In order to achieve the above object, the impact absorbing fence according to the first invention of the present application is an impact absorbing fence configured by horizontally laying three or more rope members between three or more struts standing at intervals. All the rope members are connected to the column of the terminal, and the rope members at the upper end and the lower end are engaged with the at least one intermediate column and arranged between the rope members at the upper end and the lower end. The rope material located in the crossing is arranged without being connected to at least one intermediate strut, and when the colliding object collides, the rope material is not restrained by the strut in the approach direction of the colliding object. It is configured to be movable in the opposite direction.
The impact absorbing fence according to the second invention of the present application is the sliding device according to the first invention, wherein an impact absorbing device is attached to the end of the rope material or the middle of the rope material, and when the tensile force of the rope material reaches a certain value or more. It is characterized by being configured to allow movement.
The shock absorbing fence according to the third invention of the present application is characterized in that in the first or second invention, a net is provided across a plurality of rope members.

本発明は次のような効果を得ることができる。
(1)衝撃吸収柵の中間支柱近傍に衝突物が衝突した場合でも、中間ロープ材が中間支柱に連結されていないので大きく変形が可能である。
そのため、エネルギー吸収効果が大きく、したがって、衝撃力が小さくなり、経済的な設計が可能となる。
(2)ロープ材に衝撃吸収装置を介装することにより、可能吸収エネルギー量がさらに大きくなって、衝撃吸収柵の性能が格段に高くなる。
(3)衝撃吸収装置は、中間ロープ材の連結区間において最低1個で済むため、さらに経済的である。
(4)中間支柱に、中間ロープ材を支持するための取付金具等を必要としないので支柱の加工を簡略化できる。
The present invention can obtain the following effects.
(1) Even when a collision object collides near the intermediate strut of the shock absorbing fence, the intermediate rope member is not connected to the intermediate strut, so that it can be greatly deformed.
Therefore, the energy absorption effect is large, and hence the impact force is small, and an economical design is possible.
(2) By interposing the shock absorbing device on the rope material, the amount of energy that can be absorbed is further increased, and the performance of the shock absorbing fence is remarkably improved.
(3) Since at least one impact absorbing device is sufficient in the connecting section of the intermediate rope material, it is more economical.
(4) Since the intermediate strut does not require a mounting bracket or the like for supporting the intermediate rope material, the processing of the strut can be simplified.

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。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

(1)衝撃吸収柵の概要
図1に衝撃吸収柵の全体図を示し、図2にその側面図を示す。
本発明に係る衝撃吸収柵は、間隔を隔てて立設した支柱10(端末支柱11,中間支柱12)と、支柱10に多段的に横架した複数のロープ材20(最上縁ロープ材21,最下縁ロープ材22,中間ロープ材23)と、各ロープ材20に一体に取り付けた金網製、ロープ製の網状体30とを具備する。
本例では複数本の中間ロープ材23を横架する場合について示すが、中間ロープ材23は一本以上であればよい。
(1) Outline of shock absorbing fence FIG. 1 is an overall view of the shock absorbing fence, and FIG. 2 is a side view thereof.
The shock absorbing fence according to the present invention includes a support column 10 (terminal support column 11 and intermediate support column 12) erected at intervals, and a plurality of rope members 20 (uppermost edge rope member 21, A lowermost rope member 22, an intermediate rope member 23), and a wire mesh and a rope mesh 30 attached integrally to each rope member 20.
Although this example shows a case where a plurality of intermediate rope members 23 are horizontally mounted, the intermediate rope members 23 may be one or more.

(2)支柱(図1)
支柱10には、例えばH型鋼材、鋼管等の剛性部材を用いる。
支柱10はその下部をコンクリート基礎70に埋め込んで立設したり、或いは支柱10の下端にベースプレートを付け、支柱10の上部に接続した控ロープの端部を地上側のアンカーに連結して支持したりしてもよい。
(2) Prop (Fig. 1)
For the support column 10, for example, a rigid member such as an H-shaped steel material or a steel pipe is used.
The bottom of the column 10 is erected by embedding the lower part in the concrete foundation 70, or a base plate is attached to the lower end of the column 10 and the end of the holding rope connected to the upper part of the column 10 is connected to the ground side anchor and supported. Or you may.

(3)網状物
網状物30は各ロープ材20と協働して変形により衝突物Wのエネルギーを吸収する共に、衝突物Wの小片の透過を規制すための部材で、ロープ材20に取着する。
網状物30は各ロープ材20の水平間隔が自由に広がるのを防止するためにも機能するため、鋼板やロープ材等の抵抗材とクリップ等の連結具で構成する図1に示した専用品の間隔保持材40を省略する場合もある。
(3) Mesh object The mesh object 30 is a member for cooperating with each rope member 20 to absorb the energy of the collision object W by deformation and to restrict the transmission of the small pieces of the collision object W. To wear.
Since the net-like object 30 also functions to prevent the horizontal interval between the rope members 20 from being freely expanded, the dedicated item shown in FIG. 1 is composed of a resistor member such as a steel plate or rope member and a coupling tool such as a clip. The spacing member 40 may be omitted.

(4)衝撃吸収装置
衝撃吸収装置50はロープ材20の中間位置に介装し、ロープ材20に設定以上の張力が作用したときにこの張力エネルギーを吸収するための装置である。
衝撃吸収装置50としては、張力を摩擦抵抗により吸収する方式や流体抵抗により吸収するダンパー方式等の公知のエネルギー吸収装置を適用できる。
衝撃吸収装置50を介装することで、ロープ材20に作用する過大な衝撃エネルギーを効果的に吸収すると共に、ロープ材20の端部の連結部に設定以上の荷重を作用させずに済むのでロープ材20の破断防止と連結部の破壊防止を達成することができる。
(4) Shock Absorbing Device The shock absorbing device 50 is a device that is interposed in the middle position of the rope member 20 and absorbs this tension energy when a tension higher than the setting acts on the rope member 20.
As the shock absorbing device 50, a known energy absorbing device such as a method of absorbing tension by frictional resistance or a damper method of absorbing by fluid resistance can be applied.
By interposing the impact absorbing device 50, it is possible to effectively absorb excessive impact energy acting on the rope member 20 and not to apply a load more than the setting to the connecting portion at the end of the rope member 20. The breakage of the rope member 20 and the breakage of the connecting portion can be achieved.

(5)ロープ材の取着形態
前述したように従来の衝撃吸収柵では支柱とロープ材の交差箇所を連結して横架していた。
本発明では衝突物Wが衝撃吸収柵に衝突した場合に、ロープ材20と、それに取付けた網状物30が支柱10によって拘束されることなく衝突物Wの進入方向と反対側に移動させ得るよう、支柱10に対して以下のようにロープ材20を取着した。
(5) Attaching form of the rope material As described above, in the conventional shock absorbing fence, the crossing point of the support column and the rope material is connected and horizontally mounted.
In the present invention, when the colliding object W collides with the shock absorbing fence, the rope member 20 and the net 30 attached thereto can be moved to the opposite side of the entering direction of the colliding object W without being restrained by the support column 10. The rope member 20 was attached to the support column 10 as follows.

支柱10間に横架されるロープ材20(最上縁ロープ材21,最下縁ロープ材22,中間ロープ材23)はワイヤロープ等の引張強度に優れたロープ材で、支柱10に対して衝突物Wの進入側と反対側に配置する。
より厳密には中間ロープ材23が支柱10に対して衝突物Wの進入側と反対側に配置してあればよい。
The rope member 20 (the uppermost rope member 21, the lowermost rope member 22, and the intermediate rope member 23) laid horizontally between the columns 10 is a rope material having excellent tensile strength such as a wire rope, and collides with the column 10. It arrange | positions on the opposite side to the approach side of the thing W.
More precisely, the intermediate rope member 23 may be disposed on the side opposite to the entrance side of the collision object W with respect to the support column 10.

ロープ材20(最上縁ロープ材21,最下縁ロープ材22,中間ロープ材23)の取り付け形態をより詳細に説明すると、最上縁ロープ材21と最下縁ロープ材22の端部は端末支柱11に対して公知のクリップ等の連結具60を介して直接連結する。
最上縁ロープ材21と最下縁ロープ材22の端部を除いた中間部は、スパン毎に中間支柱12に係合する。
各ロープ材21,22の中間部を中間支柱12に「係合する」とは、例えば中間支柱12の高さ方向に沿って間欠的に形成したフック類に各ロープ材21,22を貫挿させるが如く、中間支柱12に対して取り付け高さの変動を規制しつつ、ロープ材21,22の長手方向の自由な摺動を許容した取付け状態、或いは長手方向の変位も拘束した取付け状態を意味するものである。
The attachment form of the rope member 20 (the uppermost rope member 21, the lowermost rope member 22, and the intermediate rope member 23) will be described in more detail. The ends of the uppermost rope member 21 and the lowermost rope member 22 are terminal struts. 11 is directly connected to the terminal 11 via a connecting tool 60 such as a known clip.
The intermediate portion excluding the ends of the uppermost rope member 21 and the lowermost rope member 22 engages with the intermediate strut 12 for each span.
“To engage” the intermediate portion of each rope member 21, 22 with the intermediate strut 12, for example, insert each rope member 21, 22 into hooks formed intermittently along the height direction of the intermediate strut 12. As shown in the figure, an attachment state in which the ropes 21 and 22 are allowed to freely slide in the longitudinal direction while restricting fluctuations in the attachment height with respect to the intermediate strut 12, or an attachment state in which the displacement in the longitudinal direction is restricted. That means.

中間ロープ材23の端部は連結具60を介して直接端末支柱11に連結する。
中間ロープ材23の端部を除いた中間部は中間支柱12に対して連結せずにフリーな状態としておく。自重による中間ロープ材23の中間部の垂れ下がりは、中間ロープ材23の張設力や、網状物30や間隔保持材40を介した最上縁ロープ材21の吊り上げによって対処する。
これらのロープ材20の間に亘って網状物30を張り巡らす。
The end of the intermediate rope member 23 is directly connected to the terminal column 11 via the connector 60.
The intermediate portion excluding the end portion of the intermediate rope member 23 is not connected to the intermediate strut 12 and is left free. The sagging of the intermediate portion of the intermediate rope member 23 due to its own weight is dealt with by the tension of the intermediate rope member 23 or the lifting of the uppermost edge rope member 21 via the mesh 30 or the spacing member 40.
A net 30 is stretched between the rope members 20.

[作用]
つぎに衝撃吸収柵による衝撃吸収作用について説明する。
[Action]
Next, the shock absorbing action by the shock absorbing fence will be described.

(1)衝突位置がスパン中央の場合(図3)
図3の受撃時の衝撃吸収柵の一部を省略した中間ロープ材23の位置における水平断面図を基に衝撃吸収作用について説明する。
支柱10(端末支柱11,中間支柱12)に対してロープ材20(最上縁ロープ材21,最下縁ロープ材22,中間ロープ材23)を上記した形態で取り付けたので、衝突物Wが衝撃吸収柵スパンの中央部付近に衝突した場合には、すべてのロープ材20及びそれに取付けた網状物30、間隔保持材40(図3では図示を省略)が網状物30を介して進入側と反対方向に変形する。すべてのロープ材20及びそれに取付けた網状物30は支柱10によって拘束されることなく衝突物Wの進入方向とは反対側に移動する。
(1) When the collision position is at the center of the span (Fig. 3)
The shock absorbing action will be described based on a horizontal sectional view at the position of the intermediate rope member 23 in which a part of the shock absorbing fence at the time of impact is omitted in FIG.
Since the rope member 20 (the uppermost rope member 21, the lowermost rope member 22, and the intermediate rope member 23) is attached to the support column 10 (terminal support column 11 and intermediate support column 12) in the above-described manner, the collision object W is impacted. In the event of a collision near the center of the absorption fence span, all the rope members 20, the mesh 30 attached thereto, and the spacing member 40 (not shown in FIG. 3) are opposite to the entry side via the mesh 30. Deform in the direction. All the rope members 20 and the mesh 30 attached thereto move to the opposite side of the approaching direction of the collision object W without being restrained by the support 10.

衝突物Wの衝突した付近のロープ材20は大きく変形し、衝突位置から離れるにつれてロープ材20の変形は小さくなる。
しかしながら、すべてのロープ材20が衝突物Wの進入側と反対方向に変形して大きいエネルギーを吸収し得るから、衝撃吸収柵の各構成部材が負担すべき衝撃力は小さくなる。
殊に本発明はスパン中央に衝突した場合であっても、ロープ材20が中間支柱12に連結されていないから、図5に示したロープ材81を支柱80に連結した従来の衝撃吸収柵と比較してロープ材20の変形量が大きくなる。特に中間ロープ材23の変形量が最上下縁ロープ材21,22より大きくなる。このようにロープ材20の変形量が大きくなった分だけ衝撃力を小さくすることが可能となる。
The rope material 20 in the vicinity where the colliding object W collides is greatly deformed, and the deformation of the rope material 20 becomes smaller as the distance from the collision position increases.
However, since all the rope members 20 are deformed in the direction opposite to the entrance side of the collision object W and can absorb a large amount of energy, the impact force to be borne by each component of the impact absorbing fence is reduced.
In particular, according to the present invention, since the rope member 20 is not connected to the intermediate strut 12 even when it collides with the center of the span, the conventional shock absorbing fence in which the rope member 81 shown in FIG. In comparison, the deformation amount of the rope member 20 is increased. In particular, the deformation amount of the intermediate rope member 23 is larger than that of the uppermost lower rope members 21 and 22. Thus, the impact force can be reduced by an amount corresponding to an increase in the deformation amount of the rope material 20.

(2)衝突位置が支柱近傍の場合(図4)
すべてのロープ材20が支柱10に連結されていると、たとえ衝撃吸収装置が取付けられていても大きく変形することはできず、受撃時の衝撃力が大きくなる。
(2) When the collision position is near the column (Fig. 4)
If all the rope members 20 are connected to the support column 10, even if the impact absorbing device is attached, it cannot be greatly deformed, and the impact force at the time of impact is increased.

これに対して本発明では衝突物Wが支柱10の近傍に衝突したときの衝撃吸収護柵の水平断面図を示す図4から明らかなように、支柱10の近傍に衝突物Wが衝突した場合、最上縁と最下縁のロープ材21,22は中間支柱12に係合されているが、中間ロープ材23は中間支柱12に係合されていないので中間ロープ材23の変形が可能であり、これに伴う効率のよいエネルギー吸収が期待できる。
この際、中間ロープ材23と網状物30は中間支柱12に対して衝突物Wの進入方向と反対側へ向けた自由な変形が許容されることから、衝突物Wが支柱10の近傍に衝突した場合であっても、前記したスパン中央に衝突した場合と同等に衝撃力を小さくすることができる。
On the other hand, in the present invention, when the colliding object W collides with the vicinity of the column 10 as is apparent from FIG. 4 which shows a horizontal sectional view of the shock absorbing fence when the colliding object W collides with the vicinity of the column 10. The rope members 21 and 22 at the uppermost edge and the lowermost edge are engaged with the intermediate strut 12, but the intermediate rope member 23 is not engaged with the intermediate strut 12, so that the intermediate rope member 23 can be deformed. Therefore, efficient energy absorption can be expected.
At this time, since the intermediate rope member 23 and the mesh 30 are allowed to freely deform the intermediate strut 12 in the direction opposite to the approaching direction of the colliding object W, the colliding object W collides with the vicinity of the strut 10. Even in this case, the impact force can be reduced as in the case of collision with the center of the span.

また、ロープ材20に衝撃吸収装置50を介装する場合でも、仮に中間ロープ材23を各中間支柱12に連結して取付けるときは、スパン毎に衝撃吸収装置50を取付ける必要があるが、本発明のように中間ロープ材23が中間支柱12に連結して取付けていないため、連結間で最低1個の衝撃吸収装置50を介装するだけでよい。   Further, even when the shock absorber 50 is interposed in the rope member 20, if the intermediate rope member 23 is connected to each intermediate support 12 and attached, it is necessary to attach the shock absorber 50 for each span. Since the intermediate rope member 23 is not connected and attached to the intermediate strut 12 as in the invention, it is only necessary to interpose at least one shock absorbing device 50 between the connections.

(3)その他の変形例
端支柱11とロープ材20の端部間にも衝撃吸収装置50を追加して介装すると、ロープ材20の破断防止効果と衝撃エネルギーの吸収性能が向上する。
(3) Other Modifications If the impact absorbing device 50 is additionally provided between the end strut 11 and the end of the rope member 20, the effect of preventing the breakage of the rope member 20 and the absorption performance of the impact energy are improved.

また前記したように間隔保持材40は必須ではなく、これを省略し網状物30で代用してもよい。
さらに衝撃エネルギーが小さい場合やロープ長が長い場合には、ロープ材20の中間部に介装した衝撃吸収装置50の介装を省略する場合もある。
Further, as described above, the spacing member 40 is not essential, and may be omitted and replaced with the mesh 30.
Further, when the impact energy is small or the rope length is long, the impact absorbing device 50 interposed in the middle portion of the rope member 20 may be omitted.

また端末支柱11への中間ロープ23の連結方法は、既述したように直接端末支柱11に連結する場合の他に、例えば、端末支柱11の上下端に別途のロープを張設し、このロープを介して中間ロープ23を連結するようにしもよい。   In addition to the case where the intermediate rope 23 is directly connected to the terminal strut 11 as described above, for example, a separate rope is stretched on the upper and lower ends of the terminal strut 11 and this rope is connected. The intermediate rope 23 may be connected via

また中間ロープ材23は原則として中間支柱12に対して連結しないが、衝撃吸収柵の配置形態が直線形でなく屈曲部がある場合や、中間支柱12との係合間隔が長くなる場合には、中間ロープ材23の中間部を中間支柱12に係合する場合もある。   The intermediate rope member 23 is not connected to the intermediate strut 12 in principle. However, when the shock absorbing fence is not linear and has a bent portion, or when the engagement interval with the intermediate strut 12 is long. In some cases, the intermediate portion of the intermediate rope member 23 is engaged with the intermediate strut 12.

本発明に係る衝撃吸収柵の正面図Front view of shock absorbing fence according to the present invention 図1の縦断面図1 is a longitudinal sectional view of FIG. 受撃時における衝撃吸収柵の水平断面モデル図Horizontal cross-section model diagram of shock absorbing fence at the time of impact 受撃時における衝撃吸収柵の水平断面モデル図Horizontal cross-section model diagram of shock absorbing fence at the time of impact 従来の衝撃吸収柵の正面図Front view of conventional shock absorbing fence 従来の他の衝撃吸収柵の正面図Front view of another conventional shock absorbing fence

符号の説明Explanation of symbols

10・・・支柱
11・・・端末支柱
12・・・中間支柱
20・・・ロープ材
21・・・最上縁ロープ材
22・・・最下縁ロープ材
23・・・中間ロープ材
30・・・網状物
40・・・間隔保持材
50・・・衝撃吸収装置
10 ... strut 11 ... terminal strut 12 ... intermediate strut 20 ... rope material 21 ... top edge rope material 22 ... bottom edge rope material 23 ... intermediate rope material 30 ...・ Reticulated material 40 ... spacing member 50 ... shock absorber

Claims (3)

間隔をおいて立設する3本以上の支柱間に3本以上のロープ材を横架して構成する衝撃吸収柵であって、
端末の支柱に対してすべてのロープ材を連結し、
少なくとも1本の中間の支柱に対して上端及び下端のロープ材を係合して配置し、
前記上端及び下端のロープ材の間に位置するロープ材を少なくとも1本の中間の支柱に対して連結させずに交差して配置し、
衝突物が衝突したときに、ロープ材が支柱によって拘束されることなく衝突物の進入方向の反対方向に移動可能に構成したことを特徴とする、
衝撃吸収柵。
An impact absorbing fence constructed by horizontally laying three or more rope members between three or more struts erected at intervals,
Connect all the ropes to the terminal struts,
Engaging and arranging the rope material at the upper and lower ends with at least one intermediate strut;
The rope material located between the rope material at the upper end and the lower end is arranged to intersect without being connected to at least one intermediate strut,
When the colliding object collides, the rope material is configured to be movable in the direction opposite to the entering direction of the colliding object without being restrained by the support column,
Shock absorbing fence.
請求項1において、ロープ材の端部または中間に衝撃吸収装置を取り付け、ロープ材の引張力がある一定値以上に達すると摺動を許容するように構成したことを特徴とする、衝撃吸収柵。   2. An impact absorbing fence according to claim 1, wherein an impact absorbing device is attached to an end portion or middle of the rope material, and sliding is permitted when the rope material reaches a certain tensile force or more. . 請求項1または請求項2において、複数のロープ材に亘って網状物を付設したことを特徴とする、衝撃吸収柵。
The shock absorbing fence according to claim 1 or 2, wherein a net-like material is provided across a plurality of rope members.
JP2004370101A 2004-12-21 2004-12-21 Shock absorbing fence Active JP4401283B2 (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008031740A (en) * 2006-07-28 2008-02-14 Raiteku:Kk Guard fence against collapsed sediment
JP2012052404A (en) * 2010-08-06 2012-03-15 Nihon Samicon Co Ltd Guard fence
TWI417440B (en) * 2006-12-27 2013-12-01 Protec Engineering Inc Impact absorption fence
JP2014227693A (en) * 2013-05-21 2014-12-08 ディガードエンジニアリング株式会社 Guard fence

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008031740A (en) * 2006-07-28 2008-02-14 Raiteku:Kk Guard fence against collapsed sediment
JP4686794B2 (en) * 2006-07-28 2011-05-25 株式会社ライテク Collapsed sediment protection fence
TWI417440B (en) * 2006-12-27 2013-12-01 Protec Engineering Inc Impact absorption fence
JP2012052404A (en) * 2010-08-06 2012-03-15 Nihon Samicon Co Ltd Guard fence
JP2014227693A (en) * 2013-05-21 2014-12-08 ディガードエンジニアリング株式会社 Guard fence

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