JP5142082B2 - Protective fence - Google Patents

Protective fence Download PDF

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JP5142082B2
JP5142082B2 JP2008162599A JP2008162599A JP5142082B2 JP 5142082 B2 JP5142082 B2 JP 5142082B2 JP 2008162599 A JP2008162599 A JP 2008162599A JP 2008162599 A JP2008162599 A JP 2008162599A JP 5142082 B2 JP5142082 B2 JP 5142082B2
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rope
shock absorber
members
net
protective fence
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JP2010001679A (en
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智弘 藤井
陽一 西田
利充 野村
昭一 井上
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Protec Engineering Inc
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Description

本発明は、落石や土砂崩れ,雪崩等の防護柵に関する。   The present invention relates to a protective fence for falling rocks, landslides, and avalanches.

従来、この種の防護柵として、所定の間隔を隔てて立設した支柱間に防護ネットを張り巡らした防護柵であって、正立三角形の三角ネットと逆三角形の三角ネットを連続して組み合わせ、前記三角ネット同士の隣り合う対向辺の間を連結具を介して連結して帯状の防護ネットに形成し、三角ネットの取付ロープの1本を支柱上部に接続し、その他端を斜面の地盤上の固定点(アンカー等)に接続する(例えば特許文献1及び特許文献2)ものがある。   Conventionally, this type of protective fence is a protective fence in which a protective net is stretched between struts erected at a predetermined interval, and an upright triangular net and an inverted triangular triangular net are combined continuously. The adjacent opposite sides of the triangular nets are connected via a coupler to form a belt-like protective net, one of the triangular net attachment ropes is connected to the upper part of the support, and the other end is the ground of the slope. Some are connected to an upper fixed point (anchor etc.) (for example, Patent Document 1 and Patent Document 2).

そして、前記取付ロープは、支柱上部と支柱間前方とを連結する斜めロープ材であり、前記防護柵では、局部的に作用する衝撃力や荷重に対し、張り巡らされた防護柵全体でエネルギーを吸収し、荷重に抵抗することができる。
特開2002−322615号公報 特開2003−3425号公報
The attachment rope is an oblique rope member that connects the upper part of the support and the front of the support, and the protective fence provides energy to the entire protective fence stretched against the impact force and load acting locally. Can absorb and resist load.
JP 2002-322615 A JP 2003-3425 A

上記の防護柵において、三角ネットに落石衝撃力または雪圧が作用すると、支柱には軸方向力が加わると共にこれと交差方向の力により曲げモーメントが発生し、これらの大きさは三角ネットの面に直交する反力と、取付ロープから受ける引張力との合成力に対応する。   In the above-mentioned protective fence, when falling rock impact force or snow pressure acts on the triangular net, an axial force is applied to the column and a bending moment is generated by the force in the direction intersecting this, and the magnitude of these is the surface of the triangular net. This corresponds to the combined force of the reaction force orthogonal to the tension and the tensile force received from the mounting rope.

したがって、そのような支柱に加わる力を軽減できる構造があれば、防護柵の性能を向上することができる。   Therefore, if there is a structure that can reduce the force applied to such a column, the performance of the protective fence can be improved.

そこで、本発明は、落石や土砂崩れ,雪崩等の衝撃力が作用した際、変形量を大きくすることにより、支柱などに加わる力を軽減できる防護柵を提供することを目的とする。 Therefore, an object of the present invention is to provide a protective fence that can reduce the force applied to a column or the like by increasing the amount of deformation when an impact force such as falling rock, landslide, or avalanche acts.

請求項2,4の発明は、間隔を置いて支柱を立設すると共に、これら支柱間に網体を設けた防護柵において、前記支柱間に上下ロープ材を設け、これら上下ロープ材間に前記網体を設けると共に、該網体を緩衝具により前記上下ロープ材に連結したものである。 In the inventions of claims 2 and 4 , in the protective fence in which the struts are erected at intervals and the net is provided between the struts, the upper and lower rope members are provided between the struts, and the upper and lower rope members are A net is provided, and the net is connected to the upper and lower rope members by a shock absorber.

また、請求項の発明は、間隔を置いて支柱を立設すると共に、これら支柱間に網体を設けた防護柵において、前記支柱側に縦ロープ材を設け、前記支柱の前記縦ロープ材間に前記網体を設けると共に、該網体を緩衝具により前記縦ロープ材に連結したものである。 The invention according to claim 1 is a protective fence in which struts are erected at intervals and a net is provided between the struts. A vertical rope member is provided on the strut side, and the vertical rope member of the strut is provided. The mesh body is provided therebetween, and the mesh body is connected to the vertical rope member by a buffer.

また、請求項の発明は、前記上下ロープ材の端部間で前記支柱側に縦ロープ材を設け、前記縦ロープ材間に前記網を設けたものである。 According to a second aspect of the present invention, a vertical rope member is provided on the column side between the ends of the upper and lower rope members, and the mesh body is provided between the vertical rope members.

また、請求項の発明は、前記上下ロープ材に緩衝具を設けたものである。 According to a fifth aspect of the present invention, a buffer is provided on the upper and lower rope members.

また、請求項の発明は、前記縦ロープ材に緩衝具を設けたものである。 According to a third aspect of the present invention, a buffer is provided on the vertical rope member.

また、請求項6の発明は、前記上下ロープ材と前記支柱側の縦ロープ材とからなる外枠ロープ材を備え、この外枠ロープ材内に前記網体を設けると共に、該網体を緩衝具により前記外枠ロープ材に連結したものである。   According to a sixth aspect of the present invention, an outer frame rope member comprising the upper and lower rope members and a vertical rope member on the support column side is provided, the net body is provided in the outer frame rope member, and the net body is buffered. It is connected to the outer frame rope member by a tool.

また、請求項の発明は、前記網体の上下端部側を緩衝具により前記支柱にそれぞれ連結したものである。 According to a fourth aspect of the present invention, the upper and lower ends of the mesh body are connected to the support column by a shock absorber.

また、請求項の発明は、前記網体を緩衝具により前記縦ロープ材に連結したものである。 In the invention according to claim 7 , the mesh body is connected to the vertical rope member by a buffer.

また、請求項の発明は、前記緩衝具がコイル状をなすものである。 According to an eighth aspect of the present invention, the shock absorber has a coil shape.

また、請求項の発明は、前記網体に力が作用したとき、前記緩衝具の外径が拡大するものである。 According to a ninth aspect of the present invention, when a force acts on the net body, the outer diameter of the shock absorber increases.

また、請求項10の発明は、前記網体に力が作用したとき、前記緩衝具が伸びるものである。 According to a tenth aspect of the present invention, when the force acts on the net body, the shock absorber extends.

請求項2,4の構成によれば、落石や土砂崩れ,雪崩等の衝撃力を受けると、網体が変形し、網体から力が伝わる上下ロープ材が変形し、緩衝具により衝撃力を吸収すると共に、網体がさらに変形するから、変形量が大となり、衝撃力を効率よく吸収できると共に、支柱などに加わる力を軽減できる。 According to the configuration of claims 2 and 4 , when an impact force such as falling rocks, landslides, and avalanches is received, the mesh body is deformed, and the upper and lower rope materials transmitted from the mesh body are deformed, and the shock absorber absorbs the impact force. In addition, since the net body is further deformed, the amount of deformation becomes large, the impact force can be absorbed efficiently, and the force applied to the column can be reduced.

また、請求項の構成によれば、落石や土砂崩れ,雪崩等の衝撃力を受けると、網体が変形し、網体から力が伝わる縦ロープ材が変形し、緩衝具により衝撃力を吸収すると共に、網体がさらに変形するから、変形量が大となり、衝撃力を効率よく吸収できると共に、支柱などに加わる力を軽減できる。 In addition, according to the configuration of claim 1 , when an impact force such as falling rocks, landslides, and avalanches is applied, the mesh body is deformed, and the vertical rope material transmitted from the mesh body is deformed, and the impact force is absorbed by the shock absorber. In addition, since the net body is further deformed, the amount of deformation becomes large, the impact force can be absorbed efficiently, and the force applied to the column can be reduced.

また、請求項の構成によれば、落石や土砂崩れ,雪崩等の衝撃力を受けると、網体が変形し、網体から力が伝わる上下ロープ材及び縦ロープ材が変形し、緩衝具により衝撃力を吸収すると共に、網体がさらに変形するから、変形量が大となり、衝撃力を効率よく吸収できると共に、支柱などに加わる力を軽減できる。 In addition, according to the configuration of claim 2 , when an impact force such as falling rocks, landslides, and avalanches is applied, the mesh body is deformed, and the upper and lower rope materials and the vertical rope material to which the force is transmitted from the mesh body are deformed. Since the impact force is absorbed and the net body is further deformed, the amount of deformation becomes large, the impact force can be absorbed efficiently, and the force applied to the support column can be reduced.

また、請求項の構成によれば、所定以上の大きな衝撃力を、上下ロープ材の緩衝具により吸収することができる。 Moreover, according to the structure of Claim 5 , the big impact force more than predetermined can be absorbed with the shock absorber of an upper and lower rope material.

また、請求項の構成によれば、所定以上の大きな衝撃力を、縦ロープ材の緩衝具により吸収することができる。 Moreover, according to the structure of Claim 3 , a big impact force more than predetermined can be absorbed with the shock absorber of a vertical rope material.

また、請求項6の構成によれば、落石や土砂崩れ,雪崩等の衝撃力を受けると、外枠ロープ材を備えた網体が変形し、網体から力が伝わる上下ロープ材及び縦ロープ材が変形し、緩衝具により衝撃力を吸収すると共に、網体がさらに変形するから、変形量が大となり、衝撃力を効率よく吸収できると共に、支柱などに加わる力を軽減できる。   Further, according to the configuration of claim 6, when the impact force such as falling rocks, landslides and avalanches is received, the net body provided with the outer frame rope material is deformed, and the upper and lower rope materials and the vertical rope material from which the force is transmitted. Since the shock absorber is deformed and the impact force is absorbed by the shock absorber, the net body is further deformed, the amount of deformation is increased, the impact force can be absorbed efficiently, and the force applied to the column can be reduced.

また、請求項の構成によれば、落石や土砂崩れ,雪崩等の衝撃力を受けると、網体の四方と支柱とを連結する緩衝具により、衝撃力を吸収できる。 According to the fourth aspect of the present invention, when an impact force such as falling rocks, landslides, or avalanches is received, the impact force can be absorbed by the shock absorber connecting the four sides of the net and the support.

また、請求項の構成によれば、落石や土砂崩れ,雪崩等の衝撃力を受けると、網体と縦ロープ材とを連結する緩衝具により、衝撃力を吸収できる。 Moreover, according to the structure of Claim 7 , when it receives impact force, such as a falling rock, a landslide, and an avalanche, an impact force can be absorbed with the buffer which connects a net | network body and a vertical rope material.

また、請求項の構成によれば、コイル状の緩衝具の変形により衝撃力を吸収できる。 Moreover, according to the structure of Claim 8, an impact force can be absorbed by deformation | transformation of a coil-shaped shock absorber.

また、請求項の構成によれば、コイル状の緩衝具が拡大することにより、衝撃力を吸収できる。 Moreover, according to the structure of Claim 9 , an impact force can be absorbed when a coil-shaped buffer is expanded.

また、請求項10の構成によれば、コイル状の緩衝具が伸びることにより、衝撃力を吸収できる。 Moreover, according to the structure of Claim 10 , an impact force can be absorbed when a coil-shaped buffer is extended.

本発明における好適な実施の形態について、添付図面を参照しながら詳細に説明する。尚、以下に説明する実施の形態は、特許請求の範囲に記載された本発明の内容を限定するものではない。また、以下に説明される構成の全てが、本発明の必須要件であるとは限らない。各実施例では、従来とは異なる新規な防護柵を採用することにより、従来にない防護柵が得られ、この防護柵について記述する。   Preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. The embodiments described below do not limit the contents of the present invention described in the claims. In addition, all of the configurations described below are not necessarily essential requirements of the present invention. In each embodiment, by employing a new protective fence different from the conventional one, an unprecedented protective fence is obtained, and this protective fence will be described.

以下、本発明の実施例1について、図1〜図2を参照して説明する。図1に示すように、防護柵1は、斜面101に所定の間隔で立設した支柱2と、これら支柱2,2の間を設ける網体3と、前記支柱2,2間に設ける上下ロープ材4U,4Sと、前記支柱2,2でそれら上,下ロープ材4U,4S間に設けられる左右の縦ロープ材5,5を備え、この例では、それら上,下ロープ材4U,4Sと左右の縦ロープ材5,5により外枠ロープ材6を構成し、この外枠ロープ材6内に前記網体3を配置し、その外枠ロープ材6の両側上下を連結部7により前記支柱2,2の上下に連結している。   Hereinafter, Embodiment 1 of the present invention will be described with reference to FIGS. As shown in FIG. 1, the protective fence 1 includes a support column 2 standing on a slope 101 at a predetermined interval, a net body 3 provided between the support columns 2 and 2, and an upper and lower rope provided between the support columns 2 and 2. Material 4U, 4S and left and right vertical rope materials 5, 5 provided between the upper and lower rope members 4U, 4S on the support columns 2, 2, and in this example, upper and lower rope members 4U, 4S An outer frame rope member 6 is constituted by left and right vertical rope members 5, 5, the mesh body 3 is disposed in the outer frame rope member 6, and the upper and lower sides of the outer frame rope member 6 are connected to each other by the connecting portions 7. 2 and 2 are connected to the top and bottom.

前記網体3は、外縁ロープ材11と、この外縁ロープ材11内に配置した一側方向の一側ロープ材12及び他側方向の他側ロープ材13とを備え、これら複数のロープ材12,13は斜め方向に配置され、相互に交差し、その交差箇所においてそれらロープ材12,13を交差固定具16により固定している。また、網体3には、該網体3より網目の小さい補助網体17が重ねて設けられている。尚、外縁ロープ材は、上下の縁ロープ材11U,11Sと左右の縁ロープ材11T,11Tを備える。そして、縁ロープ材11U,11S,11T,11Tが前記上ロープ材4U,下ロープ材4S,縦ロープ材5,5に対応する。   The net body 3 includes an outer edge rope member 11, a one side rope member 12 arranged in the outer edge rope member 11 and an other side rope member 13 in the other side direction, and the plurality of rope members 12. , 13 are arranged in an oblique direction, intersect each other, and the rope members 12, 13 are fixed by the cross fixture 16 at the intersection. The net 3 is provided with an auxiliary net 17 having a mesh smaller than that of the net 3. The outer edge rope material includes upper and lower edge rope materials 11U and 11S and left and right edge rope materials 11T and 11T. The edge rope members 11U, 11S, 11T, and 11T correspond to the upper rope member 4U, the lower rope member 4S, and the vertical rope members 5 and 5, respectively.

前記網体3は、複数の緩衝具14により外枠ロープ材6に連結され、前記緩衝具14として、コイル状部材15を用いており、外枠ロープ材6の上下ロープ材4U,4S及び左右の縦ロープ材5,5と、前記外縁ロープ材11の対応部分とを、長さ方向を合わせたコイル状部材15に挿通して連結している。具体的な係止方法としては、外枠ロープ材6と外縁ロープ材11とを重ねた状態で、コイル状部材15の一方の端部15Sをそれら外枠ロープ材6と外縁ロープ材11の外側に巻き付けるように回し、コイル状部材15の全長を外枠ロープ材6と外縁ロープ材11に巻装する。尚、コイル状部材15は、バネ鋼などの弾性復元力を有する材質のものを用いたり、合成樹脂などの弾性復元力の小さいものを用いたりすることができ、いずれにしても、弾性変形範囲においてエネルギーを吸収し、塑性変形範囲では破損するまでエネルギーを吸収することができる。外枠ロープ材6の上下ロープ材4U,4S及び左右の縦ロープ材5,5と、前記外縁ロープ材11の対応部分とは少なくとも1つの緩衝具14により連結されるが、この例では、複数の緩衝具14により連結している。   The mesh body 3 is connected to the outer frame rope member 6 by a plurality of shock absorbers 14, and the coil member 15 is used as the shock absorber 14. The upper and lower rope members 4 U and 4 S of the outer frame rope member 6 and the left and right The vertical rope members 5 and 5 and the corresponding portion of the outer edge rope member 11 are inserted through and connected to a coil-shaped member 15 whose length direction is matched. As a specific locking method, the outer frame rope member 6 and the outer edge rope member 11 are overlapped, and one end portion 15S of the coil-shaped member 15 is placed outside the outer frame rope member 6 and the outer edge rope member 11. The entire length of the coil-shaped member 15 is wound around the outer frame rope member 6 and the outer edge rope member 11. The coiled member 15 can be made of a material having an elastic restoring force such as spring steel, or can be made of a material having a small elastic restoring force such as a synthetic resin. Energy can be absorbed until it breaks in the plastic deformation range. The upper and lower rope members 4U and 4S and the left and right vertical rope members 5 and 5 of the outer frame rope member 6 and the corresponding portion of the outer edge rope member 11 are connected by at least one shock absorber 14. Are connected by a shock absorber 14.

この場合、1個のコイル状部材15の変形による衝撃力吸収量を予め測定しておけば、用いるコイル状部材15の数量と強さなどにより、衝撃力吸収量を簡便に設定できる。また、外枠ロープ材6と外縁ロープ材11とにコイル状部材15を巻装することにより、網体3を簡便に取り付けることができる。   In this case, if the impact force absorption amount due to the deformation of one coil-like member 15 is measured in advance, the impact force absorption amount can be easily set depending on the number and strength of the coil-like members 15 to be used. Moreover, the mesh body 3 can be easily attached by winding the coil-shaped member 15 around the outer frame rope material 6 and the outer edge rope material 11.

そして、網体3が落石や土砂崩れ,雪崩等の衝撃力を受けると、コイル状部材15が拡径変形し、衝撃力を吸収し、コイル状部材15から加わる力により、外ロープ材11に張力が発生する。この場合、外ロープ材11は両端上下が支柱2,2に連結されているから、前記衝撃力は、支柱2の上下の2点に加わり、該支柱2における曲げモーメントの発生が抑制される。 The netting 3 is rock falls and landslides, receives an impact force, such as avalanche, coiled member 15 is expanded deformation to absorb the impact force, the force applied from the coil-like member 15, the outer edge rope materials 11 Tension is generated. In this case, since the outer edge rope materials 11 both ends vertically is connected to the column 2, 2, the impact force is applied to the two points of top and bottom of the tower 2, the generation of bending moment in the strut 2 is suppressed .

このように本実施例では、間隔を置いて支柱2,2を立設すると共に、これら支柱2,2間に網体3を設けた防護柵において、支柱2,2間に上下ロープ材4U,4Sを設け、これら上下ロープ材4U,4S間に網体3を設けると共に、該網体3を緩衝具14により上下ロープ材4U,4Sに連結したから、落石や土砂崩れ,雪崩等の衝撃力を受けると、網体3が変形し、網体3から力が伝わる上下ロープ材4U,4Sが変形し、緩衝具14により衝撃力を吸収すると共に、この例では、緩衝具14が拡径して網体3がさらに変形するから、変形量が大となり、衝撃力を効率よく吸収できると共に、支柱2などに加わる力を軽減できる。   In this way, in this embodiment, the support rods 2 and 2 are erected at intervals, and the upper and lower rope members 4U are provided between the support columns 2 and 2 in the protective fence provided with the net body 3 between the support columns 2 and 2. 4S is provided, and the net body 3 is provided between the upper and lower rope members 4U and 4S, and the net body 3 is connected to the upper and lower rope members 4U and 4S by the shock absorbers 14, so that impact forces such as falling rocks, landslides, and avalanches are applied. When received, the mesh body 3 is deformed, and the upper and lower rope members 4U, 4S to which the force is transmitted from the mesh body 3 are deformed, and the shock absorber 14 absorbs the impact force. In this example, the shock absorber 14 is expanded in diameter. Since the net body 3 is further deformed, the amount of deformation is increased, and the impact force can be absorbed efficiently and the force applied to the support column 2 and the like can be reduced.

また、このように本実施例では、間隔を置いて支柱2,2を立設すると共に、これら支柱2,2間に網体3を設けた防護柵において、支柱2側に縦ロープ材5を設け、支柱2の縦ロープ材5,5間に網体3を設けると共に、該網体3を緩衝具14により縦ロープ材5に連結したから、落石や土砂崩れ,雪崩等の衝撃力を受けると、網体3が変形し、網体3から力が伝わる縦ロープ材5が変形し、緩衝具14により衝撃力を吸収すると共に、網体3がさらに変形するから、変形量が大となり、衝撃力を効率よく吸収できると共に、支柱2などに加わる力を軽減できる。   In this way, in this embodiment, the columns 2 and 2 are erected at intervals, and the vertical rope member 5 is provided on the column 2 side in the protective fence provided with the net body 3 between the columns 2 and 2. Since the net body 3 is provided between the vertical rope members 5 and 5 of the support column 2 and the net body 3 is connected to the vertical rope member 5 by the shock absorber 14, it receives an impact force such as falling rocks, landslides, and avalanches. The net body 3 is deformed, the vertical rope material 5 to which the force is transmitted from the net body 3 is deformed, the shock force is absorbed by the shock absorber 14, and the net body 3 is further deformed. The force can be absorbed efficiently and the force applied to the column 2 can be reduced.

また、このように本実施例では、上下ロープ材4U,4Sの端部間で支柱2側に縦ロープ材5を設け、縦ロープ材5,5間に網3を設けたから、落石や土砂崩れ,雪崩等の衝撃力を受けると、網体3が変形し、網体3から力が伝わる上下ロープ材4U,4S及び縦ロープ材5,5が変形し、緩衝具14により衝撃力を吸収すると共に、網体3がさらに変形するから、変形量が大となり、衝撃力を効率よく吸収できると共に、支柱2などに加わる力を軽減できる。 Further, in the present embodiment in this manner, the vertical rope materials 4U, the vertical rope material 5 provided on the post 2 side between the ends of the 4S, because providing the mesh member 3 between the vertical rope materials 5,5, rock falls and landslides When an impact force such as an avalanche is received, the mesh body 3 is deformed, and the upper and lower rope members 4U and 4S and the vertical rope members 5 and 5 to which the force is transmitted from the mesh body 3 are deformed, and the shock absorber 14 absorbs the impact force. At the same time, since the mesh body 3 is further deformed, the amount of deformation becomes large, the impact force can be absorbed efficiently, and the force applied to the column 2 and the like can be reduced.

また、このように本実施例では、上下ロープ材4U,4Sと支柱2側の縦ロープ材5,5とからなる外枠ロープ材6を備え、この外枠ロープ材6内で、該外枠ロープ材6と間隔をおいて網体3を設けると共に、該網体3を緩衝具14により外枠ロープ材6に連結したから、網体3の変形量が大となり、衝撃力を効率よく吸収できると共に、支柱2などに加わる力を軽減できる。   As described above, in this embodiment, the outer frame rope member 6 including the upper and lower rope members 4U and 4S and the vertical rope members 5 and 5 on the support column 2 side is provided. Since the net body 3 is provided at a distance from the rope material 6 and the net body 3 is connected to the outer frame rope material 6 by the shock absorber 14, the deformation amount of the net body 3 is large, and the impact force is efficiently absorbed. In addition, the force applied to the support column 2 can be reduced.

また、このように本実施例では、網体3を緩衝具14により縦ロープ材5に連結したから、落石や土砂崩れ,雪崩等の衝撃力を受けると、網体3と縦ロープ材5とを連結する緩衝具14により、衝撃力を吸収できる。   Further, in this embodiment, since the net body 3 is connected to the vertical rope member 5 by the shock absorber 14, when the impact force such as falling rock, landslide, avalanche or the like is received, the net member 3 and the vertical rope member 5 are connected. An impact force can be absorbed by the buffer 14 to be connected.

また、このように本実施例では、緩衝具14がコイル状をなすコイル状部材15であるから、コイル状の緩衝具14の変形により衝撃力を吸収できる。   Further, in this embodiment, since the shock absorber 14 is the coil-shaped member 15 having a coil shape, the impact force can be absorbed by the deformation of the coil-shaped shock absorber 14.

また、このように本実施例では、網体3に力が作用したとき、緩衝具14の外径が拡大するから、コイル状部材15が拡大することにより、衝撃力を吸収できる。   As described above, in this embodiment, when a force is applied to the mesh body 3, the outer diameter of the shock absorber 14 expands, so that the impact force can be absorbed by the coil member 15 expanding.

また、本実施例上の効果として、コイル状部材15の数や取付位置などにより、緩衝具14全体による衝撃力吸収量を簡便に設定できる。また、外枠ロープ材6と外縁ロープ材11とにコイル状部材15を巻装することにより、網体3を簡便に取り付け、また、交換することもできる。また、網体3の上下2箇所のみを支柱2の上下に連結することにより、支柱2における曲げモーメントの発生をさらに抑制できる。さらに、コイル状部材15を巻き付けることにより、略並行に配置したロープ材同士を、簡便に連結することができる。   Further, as an effect of the present embodiment, the amount of shock force absorbed by the entire shock absorber 14 can be easily set depending on the number of coil-shaped members 15, the mounting position, and the like. Further, by winding the coil-shaped member 15 around the outer frame rope material 6 and the outer edge rope material 11, the net body 3 can be easily attached or exchanged. Further, by connecting only the upper and lower portions of the net body 3 to the upper and lower portions of the support column 2, the occurrence of bending moment in the support column 2 can be further suppressed. Furthermore, by winding the coil-shaped member 15, the rope members arranged substantially in parallel can be easily connected.

図3〜図4は、本発明の実施例2を示し、上記実施例と同一部分に同一符号を付し、その詳細な説明を省略して詳述すると、この例の緩衝具14Aは、外枠ロープ材6に交差方向に配置したコイル状部材15を用い、その係止方法としては、前記コイル状部材15を回すことにより、外枠ロープ材6と外縁ロープ材11の一方に巻き付けた後、さらに、コイル状部材15を回して他方に巻き付け、端部15Sを結束具19によりコイル部材15の途中に連結することにより、外枠ロープ材6と外縁ロープ材とを交差方向のコイル状部材15により連結している。 3 to 4 show a second embodiment of the present invention. The same reference numerals are given to the same portions as those in the above-described embodiment, and detailed description thereof will be omitted. The coiled member 15 arranged in the crossing direction on the frame rope member 6 is used, and as a locking method, the coiled member 15 is rotated and wound around one of the outer frame rope member 6 and the outer edge rope member 11. Further, the coil-shaped member 15 is turned and wound around the other, and the end portion 15S is connected to the middle of the coil- shaped member 15 by the binding tool 19, whereby the outer frame rope material 6 and the outer edge rope material are coiled in the cross direction. The members 15 are connected.

このように本実施例では、上記実施例1と同様な作用,効果を奏する。   Thus, in this embodiment, the same operations and effects as those of the first embodiment are obtained.

また、このように本実施例では、網体3に力が作用したとき、緩衝具14Aが伸びるから、コイル状の緩衝具14Aであるコイル状部材15が伸びることにより、衝撃力を吸収できる。   In this way, in this embodiment, when force is applied to the mesh body 3, the shock absorber 14A extends, and therefore, the impact force can be absorbed by the extension of the coil-shaped member 15 that is the coil-shaped shock absorber 14A.

尚、この実施例2及び上記実施例1において、線材同士が密着した密コイルバネ状のコイル部材15を用いることができる。 Incidentally, in this Example 2 and Example 1 above, can be used dense coil spring-shaped coiled member 15 is a wire to each other in close contact.

図5は、本発明の実施例3を示し、上記実施例と同一部分に同一符号を付し、その詳細な説明を省略して詳述すると、この例では、複数の前記緩衝具14,14Aを用いており、緩衝具14,14Aを交互に配置している。   FIG. 5 shows a third embodiment of the present invention. The same reference numerals are given to the same portions as those in the above-described embodiment, and detailed description thereof will be omitted. In this example, a plurality of the shock absorbers 14 and 14A are provided. The shock absorbers 14 and 14A are alternately arranged.

このように本実施例では、上記実施例1と同様な作用,効果を奏し、また、同一のコイル状部材15を用いた場合、緩衝具14と、この緩衝具14より弾性変形範囲の大きな緩衝具14Aとを組み合わせにより、効果的に衝撃力を吸収することができる。   As described above, in this embodiment, the same operations and effects as those of the first embodiment are obtained. When the same coil-shaped member 15 is used, the shock absorber 14 and the shock absorber having a larger elastic deformation range than the shock absorber 14 are used. By combining the tool 14A, the impact force can be effectively absorbed.

図6は、本発明の実施例4を示し、上記実施例と同一部分に同一符号を付し、その詳細な説明を省略して詳述すると、この例では、外枠ロープ材6の上下、又は上下ロープ材4U,4S、又は縦ロープ材5,5の上下を連結した支柱2,2の間に、中間の支柱2Aを設け、該中間の支柱2,2に係止部18,18により、上下ロープ材4U,4Sを形成しており、上記各実施例と同様な作用,効果を奏する。尚、縦ロープ材5を設けた支柱2,2間に設ける支柱2Aの数は適宜選定可能であり、また、係止部18は、上下ロープ材4U,4Sの左右方向の移動を許容するものが好ましい。   FIG. 6 shows a fourth embodiment of the present invention, where the same reference numerals are given to the same portions as the above-described embodiments, and detailed description thereof will be omitted. In this example, Alternatively, an intermediate strut 2A is provided between the struts 2 and 2 connecting the upper and lower rope members 4U and 4S or the vertical rope members 5 and 5, and the intermediate struts 2 and 2 are locked by the locking portions 18 and 18. The upper and lower rope members 4U and 4S are formed, and have the same operations and effects as the above embodiments. The number of struts 2A provided between the struts 2 and 2 provided with the vertical rope member 5 can be selected as appropriate, and the locking portion 18 allows the vertical rope members 4U and 4S to move in the left-right direction. Is preferred.

図7〜図9は、本発明の実施例5を示し、上記実施例と同一部分に同一符号を付し、その詳細な説明を省略して詳述すると、この例では、支柱2,2間に前記上下ロープ材4U,4Sを配置し、これら上下ロープ材4U,4Sの間に前記網体3を配置し、複数の緩衝具20により、前記上下ロープ材4U,4Sと外縁ロープ材11の対応箇所を連結している。尚、この例では、上ロープ材4Uと外縁ロープ材11とを2つの緩衝具20により連結し、下ロープ材4Uと外縁ロープ材11とを2つの緩衝具20により連結している。   7 to 9 show a fifth embodiment of the present invention. The same reference numerals are given to the same portions as those in the above-described embodiment, and detailed description thereof will be omitted. The upper and lower rope members 4U and 4S are disposed on the upper and lower rope members 4U and 4S, and the net body 3 is disposed between the upper and lower rope members 4U and 4S. Corresponding parts are connected. In this example, the upper rope member 4U and the outer edge rope member 11 are connected by two shock absorbers 20, and the lower rope member 4U and the outer edge rope member 11 are connected by two shock absorbers 20.

前記緩衝具20は、2つの挟持体21,21と、締付用のボルト22及びナット23などで構成するものが例示される。前記上下ロープ材4U,4Sと外縁ロープ材11の対応箇所に、それぞれ接続ロープ材24,24の基端を連結し、それら接続ロープ材24,24Aの先端側をそれぞれ収納する二つの溝25,25を、前記挟持体21,21に刻設し、溝25,25に接続ロープ材24,24が収納されるように、挟持体21,21を接続ロープ材24,24の両側からそれぞれ当接し、該挟持体21,21の貫通孔26,26に前記ボルト22を挿通してナット23で締め付け、それら接続ロープ材24,24を把持する。ボルト22,ナット23の締付力によって接続ロープ材24,24の挟持力(圧着力)を調整できるようになっている。そして、二つの溝25,25に、上下ロープ材4U,4Sの接続ロープ材24と外縁ロープ材11の接続ロープ材24とをそれぞれ収納し、接続ロープ材24,24が十分摺動できるだけの余長部24A,24Aを突き出しておく。ボルト22及びナット23で接続ロープ材24,24を所定の摩擦力で把持し、接続ロープ材24,24に設定以上の張力が作用したときに、余長部24A,24Aの摺動を許容するものである。このように緩衝具20を設けることにより、接続ロープ材24,24が緩衝具20に対して摺動するので、衝撃エネルギーを効果的に吸収できる。 The shock absorber 20 is configured by two clamping bodies 21 and 21, a bolt 22 and a nut 23 for fastening, and the like. Connecting the base ends of the connecting rope members 24, 24 to the corresponding portions of the upper and lower rope members 4U, 4S and the outer edge rope member 11, respectively, and two grooves 25 for accommodating the distal ends of the connecting rope members 24, 24A, respectively. 25 is engraved in the holding bodies 21 and 21, and the holding bodies 21 and 21 are brought into contact with both sides of the connecting rope members 24 and 24 so that the connecting rope members 24 and 24 are accommodated in the grooves 25 and 25, respectively. The bolts 22 are inserted into the through holes 26 and 26 of the sandwiching bodies 21 and 21 and tightened with the nuts 23 to hold the connecting rope members 24 and 24. The clamping force (crimping force) of the connecting rope members 24, 24 can be adjusted by the tightening force of the bolt 22 and the nut 23. The two ropes 25 and 25 accommodate the connecting rope member 24 of the upper and lower rope members 4U and 4S and the connecting rope member 24 of the outer edge rope member 11, respectively, so that the connecting rope members 24 and 24 can slide sufficiently. The long portions 24A and 24A are protruded. The connecting rope members 24, 24 are gripped with a predetermined friction force by the bolt 22 and the nut 23, and when the tension more than the setting acts on the connecting rope members 24, 24, the extra length portions 24A, 24A are allowed to slide. Is. By providing the shock absorber 20 in this manner, the connecting rope members 24 and 24 slide with respect to the shock absorber 20, so that impact energy can be effectively absorbed.

また、縦ロープ材5を用いずに、網体3の両端上下を、それぞれ緩衝具20により連結している。この場合、外縁ロープ材11の両端上下に前記接続ロープ材24を設けると共に、支柱2の上下に接続ロープ材24を設け、対応する接続ロープ材24,24を前記挟持体21,21により把持する。   Further, the upper and lower ends of the net body 3 are connected by the shock absorbers 20 without using the vertical rope member 5. In this case, the connection rope members 24 are provided on the upper and lower ends of the outer edge rope member 11, and the connection rope members 24 are provided on the upper and lower portions of the support column 2, and the corresponding connection rope members 24, 24 are held by the sandwiching bodies 21, 21. .

このように本実施例では、上記実施例と同様な作用,効果を奏する。   As described above, in this embodiment, the same operations and effects as the above-described embodiment are obtained.

また、この例では、縦ロープ材5の代わりに、網体3の縦の縁ロープ材11T,11Tの上下を、緩衝具20を用いて支柱2に連結することにより、支柱2における曲げモーメントの発生を抑制できる。   Further, in this example, instead of the vertical rope member 5, the upper and lower ends of the vertical edge rope members 11T and 11T of the net body 3 are connected to the support column 2 by using the shock absorber 20, so that the bending moment in the support column 2 can be reduced. Generation can be suppressed.

図10は、本発明の実施例6を示し、上記実施例と同一部分に同一符号を付し、その詳細な説明を省略して詳述すると、この例では、実施例5において、網体3の縦の縁ロープ材11T,11Tの中間部分を、複数の緩衝具20を用いて支柱2に連結しており、緩衝具20における接続ロープ材24,24の摩擦摺動により、衝撃力を吸収し、さらに、摩擦摺動した余長部24Aの分だけ、網体3が変形し、衝撃力を吸収することができる。   FIG. 10 shows a sixth embodiment of the present invention. The same reference numerals are given to the same parts as those in the above-described embodiment, and detailed description thereof will be omitted. In this example, the mesh body 3 in the fifth embodiment is shown in FIG. The intermediate portions of the vertical edge rope members 11T, 11T are connected to the support column 2 using a plurality of shock absorbers 20, and the impact force is absorbed by the frictional sliding of the connection rope members 24, 24 in the shock absorbers 20. In addition, the net body 3 is deformed by an amount corresponding to the extra length portion 24A that has been slid by friction, and the impact force can be absorbed.

このように本実施例では、上記実施例と同様な作用,効果を奏する。   As described above, in this embodiment, the same operations and effects as the above-described embodiment are obtained.

図11は、本発明の実施例7を示し、上記実施例と同一部分に同一符号を付し、その詳細な説明を省略して詳述すると、この例では、支柱2,2の間に設ける網体3と、前記支柱2,2間に設ける上下ロープ材4U,4Sとを備える。   FIG. 11 shows a seventh embodiment of the present invention. The same reference numerals are given to the same parts as those in the above-mentioned embodiment, and detailed description thereof will be omitted. In this example, it is provided between the columns 2 and 2. A net body 3 and upper and lower rope members 4U and 4S provided between the support columns 2 and 2 are provided.

前記網体3は、横方向の横ロープ材32及び縦方向の縦ロープ材33を備え、これら複数のロープ材32,33は相互に交差し、その交差箇所においてそれらロープ材32,33を前記交差固定金具16により固定してなり、網体3には前記補助網体17が重ねられている。   The net body 3 includes a horizontal rope member 32 in the horizontal direction and a vertical rope member 33 in the vertical direction. The plurality of rope members 32 and 33 intersect each other, and the rope members 32 and 33 are crossed at the intersections. The auxiliary mesh body 17 is overlaid on the net body 3.

また、網体3の上下に位置する縦ロープ材33の端部33Tを、接続ロープ材として、前記緩衝具20の挟持体21により把持すると共に、上下ロープ材4U,4Sに連結した接続ロープ材24を前記挟持体21により把持し、また、網体3の左右に位置する横ロープ材32の端部32Tを、接続ロープ材として、前記緩衝具20の挟持体21により把持すると共に、支柱2に連結又は支柱2側に固定した接続ロープ材24を前記挟持体21により把持している。   Further, the end portion 33T of the vertical rope member 33 positioned above and below the net body 3 is gripped by the sandwiching body 21 of the shock absorber 20 as a connection rope member, and connected to the upper and lower rope members 4U and 4S. 24 is gripped by the sandwiching body 21, and the end portions 32T of the lateral rope members 32 positioned on the left and right of the net body 3 are gripped by the sandwiching body 21 of the shock absorber 20 as connecting rope members, and the column 2 The connecting rope member 24 that is connected to or fixed to the column 2 side is held by the holding body 21.

このように本実施例では、上記実施例と同様な作用,効果を奏する。   As described above, in this embodiment, the same operations and effects as the above-described embodiment are obtained.

また、横ロープ材32と縦ロープ材33の両端に緩衝具20を設けることにより、横ロープ材32と縦ロープ材33の2倍の数の緩衝具20を備え、該緩衝具20による衝撃吸収を吸収できると共に、端部32T,33Tの摺動により網体3の変形量を大きくすることができ、衝撃吸収効果に優れたものとなる。   Further, by providing the shock absorbers 20 at both ends of the horizontal rope member 32 and the vertical rope member 33, the shock absorber 20 is provided twice as many as the horizontal rope member 32 and the vertical rope member 33, and the shock absorber 20 absorbs the shock. Can be absorbed, and the amount of deformation of the mesh body 3 can be increased by sliding the end portions 32T and 33T, and the shock absorbing effect is excellent.

図12は、本発明の実施例8を示し、上記実施例と同一部分に同一符号を付し、その詳細な説明を省略して詳述すると、この例では、上記実施例7において、上下ロープ材4U,4Sの端部を大型緩衝具20Aにより支柱2,2に連結又は支柱2,2側に固定している。前記大型緩衝具20Aは、接続ロープ材24より大径な上下ロープ材4U,4Sを把持するために前記緩衝具20より大型に形成されているが、それ以外は緩衝具20と同一構成である。   FIG. 12 shows an eighth embodiment of the present invention. The same reference numerals are given to the same parts as those in the above embodiment, and detailed description thereof will be omitted. In this example, the upper and lower ropes in the seventh embodiment. The ends of the materials 4U and 4S are connected to the pillars 2 and 2 or fixed to the pillars 2 and 2 side by a large shock absorber 20A. The large shock absorber 20A is formed larger than the shock absorber 20 in order to hold the upper and lower rope members 4U, 4S having a diameter larger than that of the connecting rope member 24, but the other configuration is the same as that of the shock absorber 20. .

支柱2の上下に上下ロープ材4U,4Sと同径の接続ロープ材34を連結し、図9に示したように、接続ロープ材34と上下ロープ材4U,4Sの端部側とを前記挟持体21により把持し、接続ロープ材34の端部側に余長部を設け、上下ロープ材4U,4Sの端部側を余長部とする。   A connecting rope member 34 having the same diameter as the upper and lower rope members 4U and 4S is connected to the upper and lower sides of the support column 2, and the connecting rope member 34 and the end side of the upper and lower rope members 4U and 4S are sandwiched as shown in FIG. It grips with the body 21, provides an extra length part in the end part side of the connection rope material 34, and makes the end part side of the upper and lower rope materials 4U and 4S into an extra length part.

そして、大型緩衝具20Aにおけるロープ材4U,4S,34の摩擦力は、緩衝具20におけるロープ材24,32T,33Tより大きく、網体3が落石等の衝撃力を受けると、初めに緩衝具20においてロープ材の摩擦摺動が発生し、大型緩衝具20Aでは、かなり大きな衝撃力により張力が発生しないとロープ材が摩擦摺動しない。したがって、通常の衝撃力は緩衝具20において吸収し、大崩落のような想定外の大きな衝撃力に対して、大型緩衝具20Aが作用して該衝撃力を吸収することができる。   The frictional force of the rope members 4U, 4S, 34 in the large shock absorber 20A is larger than that of the rope members 24, 32T, 33T in the shock absorber 20, and when the net body 3 receives an impact force such as falling rocks, the shock absorber first. In the large shock absorber 20A, the rope material does not frictionally slide unless tension is generated by a considerably large impact force. Therefore, the normal impact force is absorbed by the shock absorber 20, and the large shock absorber 20A acts on the unexpectedly large impact force such as a large collapse to absorb the impact force.

このように本実施例では、上記実施例と同様な作用,効果を奏する。   As described above, in this embodiment, the same operations and effects as the above-described embodiment are obtained.

また、このように本実施例では、支柱2,2間に上下ロープ材4U,4Sを設け、この上下ロープ材4U,4Sの途中に大型緩衝具20Aを設け、網体3を緩衝具20により上下ロープ材4U,4Sに連結し、大型緩衝具20Aの把持によるロープ材の摩擦力が、緩衝具20の把持によるロープ材の摩擦力より大きいから、通常は網体3周囲の緩衝具20におけるロープ材の摩擦摺動により落石等の衝撃力を吸収し、さらに大きな衝撃力に対して大型緩衝具20におけるロープ材の摩擦摺動により衝撃力を吸収することができる。   As described above, in this embodiment, the upper and lower rope members 4U and 4S are provided between the support columns 2 and 2, and the large shock absorber 20A is provided in the middle of the upper and lower rope members 4U and 4S. Since the frictional force of the rope material connected to the upper and lower rope members 4U and 4S and gripped by the large shock absorber 20A is larger than the frictional force of the rope material gripped by the shock absorber 20, the shock absorber 20 around the net body 3 is usually used. The impact force such as falling rocks can be absorbed by the frictional sliding of the rope material, and the impact force can be absorbed by the frictional sliding of the rope material in the large-sized shock absorber 20 for a larger impact force.

図13は、本発明の実施例9を示し、上記実施例と同一部分に同一符号を付し、その詳細な説明を省略して詳述すると、この例は、実施例1〜4の変形例であって、上下ロープ材4U,4Sと支柱2との連結箇所に大型緩衝具20Aを設けると共に、縦ロープ材5と支柱2との連結箇所に大型緩衝具20Aを設けており、同図に示すように、隣り合う支柱2,2の上下の連結部7,7に、上下ロープ材4U,4Sと同径の接続ロープ材34を連結し、図9に示したように、接続ロープ材34と上下ロープ材4U,4Sの端部側とを前記挟持体21により把持し、接続ロープ材34の端部側に余長部を設け、上下ロープ材4U,4Sの端部側を余長部とする。尚、接続ロープ材34は、上下ロープ材4U,4Sの一部を構成する。   FIG. 13 shows a ninth embodiment of the present invention. The same reference numerals are given to the same parts as those in the above-described embodiment, and detailed description thereof will be omitted. This example is a modification of the first to fourth embodiments. In addition, a large shock absorber 20A is provided at a connection portion between the upper and lower rope members 4U, 4S and the support column 2, and a large shock absorber 20A is provided at a connection portion between the vertical rope member 5 and the support column 2. As shown in FIG. 9, connecting rope members 34 having the same diameter as the upper and lower rope members 4U and 4S are connected to the upper and lower connecting portions 7 and 7 of the adjacent struts 2 and 2, and as shown in FIG. And the end portions of the upper and lower rope members 4U, 4S are gripped by the holding body 21, an extra length portion is provided on the end portion side of the connecting rope member 34, and the end portions of the upper and lower rope members 4U, 4S are provided as extra length portions. And The connection rope member 34 constitutes a part of the upper and lower rope members 4U and 4S.

また、支柱2の上下の連結具7,7に、縦ロープ材5と同径の接続ロープ材35を連結し、図9に示したように、接続ロープ材35と縦ロープ材5の端部側とを前記挟持体21により把持し、接続ロープ材35の端部側に余長部を設け、縦ロープ材5の端部側を余長部とする。尚、接続ロープ材35は、縦ロープ材5の一部を構成する。   In addition, a connecting rope member 35 having the same diameter as that of the vertical rope member 5 is connected to the upper and lower connectors 7 and 7 of the support column 2, and as shown in FIG. 9, the end portions of the connecting rope member 35 and the vertical rope member 5. Are held by the sandwiching body 21, an extra length portion is provided on the end side of the connecting rope member 35, and an end portion side of the vertical rope member 5 is an extra length portion. The connecting rope member 35 constitutes a part of the vertical rope member 5.

そして、前記上下ロープ材4U,4S及び縦ロープ材5,5と、これらに対応する外縁ロープ材11とを複数の前記緩衝具14により連結する。   Then, the upper and lower rope members 4U and 4S and the vertical rope members 5 and 5 and the outer edge rope members 11 corresponding thereto are connected by the plurality of shock absorbers 14.

上記実施例のように上下ロープ材4U,4Sと縦ロープ材5,5を一体とした外枠ロープ材を用いたものでも、本実施例のように、それぞれ別々に支柱2に連結したものでもよく、さらに、接続ロープ材34,34,35,35と大型緩衝具20Aとを用いて支柱2に連結してもよい。   Even the one using the outer frame rope material in which the upper and lower rope members 4U, 4S and the vertical rope members 5, 5 are integrated as in the above embodiment, or the one separately connected to the support column 2 as in this embodiment. In addition, the connecting rope members 34, 34, 35, 35 and the large shock absorber 20 </ b> A may be used to couple to the support column 2.

このように本実施例では、間隔を置いて支柱2,2を立設すると共に、これら支柱2,2間に網体3を設けた防護柵において、支柱2,2間に上下ロープ材4U,4Sを設け、これら上下ロープ材4U,4S間に網体3を設けると共に、該網体3を緩衝具14により上下ロープ材4U,4Sに連結し、前記上下ロープ材4U,4Sに大型の緩衝具20Aを設けたから、落石や土砂崩れ,雪崩等の衝撃力を受けると、網体3が変形し、網体3から力が伝わる上下ロープ材4U,4Sが変形し、緩衝具14により衝撃力を吸収すると共に、この例では、緩衝具14が拡径して網体3がさらに変形するから、変形量が大となり、衝撃力を効率よく吸収できると共に、支柱2などに加わる力を軽減でき、さらに、所定以上の衝撃力を受けると、緩衝具20Aにおいて上下ロープ材4U,4Sと接続ロープ材35が摩擦摺動して、衝撃力を吸収することができる。   In this way, in this embodiment, the support rods 2 and 2 are erected at intervals, and the upper and lower rope members 4U are provided between the support columns 2 and 2 in the protective fence provided with the net body 3 between the support columns 2 and 2. 4S is provided, and the net body 3 is provided between the upper and lower rope members 4U and 4S, and the net body 3 is connected to the upper and lower rope members 4U and 4S by the buffering tool 14 so that the upper and lower rope members 4U and 4S have a large buffer. Since the tool 20A is provided, when it receives an impact force such as falling rocks, landslides, and avalanches, the mesh body 3 is deformed, and the upper and lower rope members 4U and 4S transmitted from the mesh body 3 are deformed. In this example, since the shock absorber 14 expands in diameter and the mesh body 3 is further deformed, the amount of deformation becomes large, the impact force can be absorbed efficiently, and the force applied to the support column 2 can be reduced. Furthermore, if the impact force exceeds a predetermined level, the shock absorber Vertical rope materials 4U, connected 4S rope materials 35 are frictionally slid at 0A, it can be absorbed impact force.

また、このように本実施例では、間隔を置いて支柱2,2を立設すると共に、これら支柱2,2間に網体3を設けた防護柵において、支柱2側に縦ロープ材5を設け、支柱2の縦ロープ材5,5間に網体3を設けると共に、該網体3を緩衝具14により縦ロープ材5に連結したから、落石や土砂崩れ,雪崩等の衝撃力を受けると、網体3が変形し、網体3から力が伝わる縦ロープ材5が変形し、緩衝具14により衝撃力を吸収すると共に、網体3がさらに変形するから、変形量が大となり、衝撃力を効率よく吸収できると共に、支柱2などに加わる力を軽減でき、さらに、所定以上の衝撃力を受けると、緩衝具20Aにおいて縦ロープ材5と接続ロープ材35が摩擦摺動して、衝撃力を吸収することができる。   In this way, in this embodiment, the columns 2 and 2 are erected at intervals, and the vertical rope member 5 is provided on the column 2 side in the protective fence provided with the net body 3 between the columns 2 and 2. Since the net body 3 is provided between the vertical rope members 5 and 5 of the support column 2 and the net body 3 is connected to the vertical rope member 5 by the shock absorber 14, it receives an impact force such as falling rocks, landslides, and avalanches. The net body 3 is deformed, the vertical rope material 5 to which the force is transmitted from the net body 3 is deformed, the shock force is absorbed by the shock absorber 14, and the net body 3 is further deformed. The force can be absorbed efficiently, the force applied to the support column 2 and the like can be reduced. Further, when an impact force exceeding a predetermined value is received, the vertical rope member 5 and the connecting rope member 35 are frictionally slid in the shock absorber 20A. Can absorb power.

図14は、本発明の実施例10を示し、上記実施例と同一部分に同一符号を付し、その詳細な説明を省略して詳述すると、この例は、緩衝具20,20Aを備えた実施例の変形例であり、ロープ材24の端部に、挟持体21に係止するストッパ39を設けており、ロープ材24が摩擦摺動して衝撃力を吸収し、ストッパ3が挟持体21に係止した後は、ロープ材24は摺動することなく、その張力などにより衝撃力に対抗する。 FIG. 14 shows an embodiment 10 of the present invention. The same reference numerals are given to the same parts as those in the above embodiment, and detailed description thereof will be omitted. This embodiment includes shock absorbers 20 and 20A. a modification of the embodiment, the end of the rope member 24, and provided with a stopper 39 for locking the Kyojitai 21, rope materials 2 4 is frictionally slid to absorb the impact force, the stopper 3 9 after locked to Kyojitai 21, rope materials 2 4 without sliding, against the impact force due to the tension.

また、上記ストッパ3は、上述した実施例で挟持体21により把持される各ロープ材4U,4S,5,24,32,33,34,35の端部に設けることができる。したがって、一例として、実施例9などでは、緩衝具20の挟持体21にストッパ39が係止した後、上下ロープ材4U,4S及び縦ロープ材5が挟持体21に対して摺動することになる。 Further, the stopper 3 9, the rope materials 4U gripped by holding member 21 in the embodiment described above, 4S, can be provided on the end of 5,24,32,33,34,35. Therefore, as an example, in Example 9 and the like, the upper and lower rope members 4U and 4S and the vertical rope member 5 slide relative to the sandwiching body 21 after the stopper 39 is locked to the sandwiching body 21 of the shock absorber 20. Become.

なお、本発明は、前記実施例に限定されるものではなく、種々の変形実施が可能である。例えば、実施例では、コイル状の緩衝具と挟持体を備えた緩衝具を例示したが、各種の緩衝具を用いることができる。また、本発明の各ロープ材は、ワイヤーロープや合成樹脂製ロープなど各種のロープ材を用いることができる。   In addition, this invention is not limited to the said Example, A various deformation | transformation implementation is possible. For example, in the embodiment, the shock absorber provided with the coil-shaped shock absorber and the sandwiching body is illustrated, but various shock absorbers can be used. Moreover, various rope materials, such as a wire rope and a synthetic resin rope, can be used for each rope material of this invention.

本発明の実施例1を示す防護柵の正面図である。It is a front view of the protection fence which shows Example 1 of this invention. 同上、コイル状部材からなる緩衝具の説明図である。It is explanatory drawing of the buffer which consists of a coil-shaped member same as the above. 本発明の実施例2を示す防護柵の正面図である。It is a front view of the protection fence which shows Example 2 of this invention. 同上、コイル状部材からなる緩衝具の説明図である。It is explanatory drawing of the buffer which consists of a coil-shaped member same as the above. 本発明の実施例3を示す防護柵の正面図である。It is a front view of the protection fence which shows Example 3 of this invention. 本発明の実施例4を示す防護柵の正面図である。It is a front view of the protection fence which shows Example 4 of this invention. 本発明の実施例5を示す防護柵の正面図である。It is a front view of the protection fence which shows Example 5 of this invention. 同上、防護柵の要部の正面図である。It is a front view of the principal part of a protection fence same as the above. 同上、緩衝具の断面図である。It is sectional drawing of a shock absorber same as the above. 本発明の実施例6を示す防護柵の正面図である。It is a front view of the protection fence which shows Example 6 of this invention. 本発明の実施例7を示す防護柵の正面図である。It is a front view of the protection fence which shows Example 7 of this invention. 本発明の実施例8を示す防護柵の正面図である。It is a front view of the protection fence which shows Example 8 of this invention. 本発明の実施例9を示す防護柵の要部の正面図である。It is a front view of the principal part of the guard fence which shows Example 9 of this invention. 本発明の実施例10を示す防護柵の要部の正面図である。It is a front view of the principal part of the guard fence which shows Example 10 of this invention.

1 防護柵
2 支柱
3 網体
4U 上ロープ材
4S 下ロープ材
5 縦ロープ材
6 外枠ロープ材
14,14A 緩衝具
15 コイル状部材
20 緩衝具
34 接続ロープ材(上下ロープ材の一部を構成)
35 接続ロープ材(縦ロープ材の一部を構成)
DESCRIPTION OF SYMBOLS 1 Guard fence 2 Support | pillar 3 Net body 4U Upper rope material 4S Lower rope material 5 Vertical rope material 6 Outer frame rope materials 14 and 14A Buffer 15 Coiled member 20 Buffer 34 Connection rope material (It constitutes a part of upper and lower rope materials )
35 Connection rope material (part of vertical rope material)

Claims (10)

間隔を置いて支柱を立設すると共に、これら支柱間に網体を設けた防護柵において、前記支柱側に縦ロープ材を設け、前記支柱の前記縦ロープ材間に前記網体を設けると共に、該網体を緩衝具により前記縦ロープ材に連結したことを特徴とする防護柵。 In the protective fence in which the struts are erected at intervals and the net is provided between these struts, the vertical rope material is provided on the post side, the net is provided between the vertical rope members of the struts, A protective fence characterized in that the mesh body is connected to the vertical rope member by a shock absorber. 間隔を置いて支柱を立設すると共に、これら支柱間に網体を設けた防護柵において、前記支柱間に上下ロープ材を設け、これら上下ロープ材間に前記網体を設けると共に、該網体を緩衝具により前記上下ロープ材に連結し
前記上下ロープ材の端部間で前記支柱側に縦ロープ材を設け、前記縦ロープ材間に前記網体を設けたことを特徴とする請求項1記載の防護柵。
In the protective fence in which the pillars are erected at intervals and the net is provided between the pillars, the upper and lower rope members are provided between the pillars, and the net is provided between the upper and lower rope members. Is connected to the upper and lower rope members by a shock absorber ,
The protective fence according to claim 1 , wherein a vertical rope member is provided on the column side between ends of the upper and lower rope members, and the net body is provided between the vertical rope members .
間隔を置いて支柱を立設すると共に、これら支柱間に網体を設けた防護柵において、前記支柱側に縦ロープ材を設け、前記支柱の前記縦ロープ材間に前記網体を設けると共に、該網体を緩衝具により前記縦ロープ材に連結し
前記縦ロープ材に緩衝具を設けたことを特徴とする防護柵。
In the protective fence in which the struts are erected at intervals and the net is provided between these struts, the vertical rope material is provided on the post side, the net is provided between the vertical rope members of the struts, The net body is connected to the vertical rope member by a buffer ,
A protective fence provided with a shock absorber on the vertical rope member .
間隔を置いて支柱を立設すると共に、これら支柱間に網体を設けた防護柵において、前記支柱間に上下ロープ材を設け、これら上下ロープ材間に前記網体を設けると共に、該網体を緩衝具により前記上下ロープ材に連結し
前記網体の上下端部側を緩衝具により前記支柱にそれぞれ連結したことを特徴とする防護柵。
In the protective fence in which the pillars are erected at intervals and the net is provided between the pillars, the upper and lower rope members are provided between the pillars, and the net is provided between the upper and lower rope members. Is connected to the upper and lower rope members by a shock absorber ,
The protective fence characterized by connecting the upper-lower-end part side of the said net | network body to the said support | pillar with a buffer, respectively .
前記上下ロープ材に緩衝具を設けたことを特徴とする請求項記載の防護柵。 The protective fence according to claim 2, wherein a buffer is provided on the upper and lower rope members. 前記上下ロープ材と前記支柱側の縦ロープ材とからなる外枠ロープ材を備え、この外枠ロープ材内に前記網体を設けると共に、該網体を緩衝具により前記外枠ロープ材に連結したことを特徴とする請求項記載の防護柵。 An outer frame rope material composed of the upper and lower rope materials and the vertical rope material on the support column is provided, and the net body is provided in the outer frame rope material, and the net body is connected to the outer frame rope material by a shock absorber. The protective fence according to claim 2, wherein 前記網体を緩衝具により前記縦ロープ材に連結したことを特徴とする請求項記載の防護柵。 The protective fence according to claim 2, wherein the mesh body is connected to the vertical rope member by a shock absorber. 前記緩衝具がコイル状をなすことを特徴とする請求項1〜のいずれか1項に記載の防護柵。 The protective fence according to any one of claims 1 to 6 , wherein the shock absorber has a coil shape. 前記網体に力が作用したとき、前記緩衝具の外径が拡大することを特徴とする請求項記載の防護柵。 The protective fence according to claim 8 , wherein when a force acts on the net body, the outer diameter of the shock absorber increases. 前記網体に力が作用したとき、前記緩衝具が伸びることを特徴とする請求項記載の防護柵。 The protective fence according to claim 8 , wherein when the force acts on the net body, the shock absorber extends.
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JP5670927B2 (en) * 2012-01-27 2015-02-18 株式会社ライテク Protective fence
CN104154176A (en) * 2013-05-15 2014-11-19 金森藤平商事株式会社 Holding metal part of wire rope and shock absorption structure using metal part
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