JP4590485B1 - Shock absorber for protective fence network - Google Patents

Shock absorber for protective fence network Download PDF

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JP4590485B1
JP4590485B1 JP2009269331A JP2009269331A JP4590485B1 JP 4590485 B1 JP4590485 B1 JP 4590485B1 JP 2009269331 A JP2009269331 A JP 2009269331A JP 2009269331 A JP2009269331 A JP 2009269331A JP 4590485 B1 JP4590485 B1 JP 4590485B1
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buffer
mesh body
mesh
rope
shock absorber
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JP2011111808A (en
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陽一 西田
亮 小川
智弘 藤井
昭一 井上
利充 野村
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Protec Engineering Inc
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Protec Engineering Inc
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Priority to US13/055,074 priority patent/US20110297907A1/en
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F7/00Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
    • E01F7/04Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries
    • E01F7/045Devices specially adapted for protecting against falling rocks, e.g. galleries, nets, rock traps

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

Abstract

【課題】落石や土砂崩れ,雪崩等の衝撃力が作用した際、網体の変形量を大きくすることにより、網体による衝撃吸収効果を向上することができる防護柵の網体用緩衝装置を提供する。
【解決手段】網体4は、縁部に線材たる斜め線材を折り返した網体折り返し部24と斜め線材が交差する網体交差部23とを有し、緩衝用ロープ材40と緩衝具30により網体折り返し部24又は網体交差部23を防護柵1の被連結材たる上横ロープ材11又は縦ロープ材52に連結する。網体4に落石などにより衝撃エネルギーが加わると、網体折り返し部24又は網体交差部23により緩衝具30が緩衝用ロープ材40に対して摩擦摺動して衝撃エネルギーを吸収し、しかも、緩衝具30が移動することにより網体4の撓み量を大きく取ることができ、衝撃エネルギーの吸収効果を向上することができる。
【選択図】図2
PROBLEM TO BE SOLVED: To provide a shock absorber for a protective fence net that can improve the impact absorption effect by the net body by increasing the deformation amount of the net body when an impact force such as falling rocks, landslides, and avalanches acts. To do.
A net body 4 includes a net body folding portion 24 obtained by folding an oblique wire rod serving as a wire rod at an edge portion and a net body intersection portion 23 where the diagonal wire rod intersects. The mesh body folding portion 24 or the mesh body intersection portion 23 is connected to the upper horizontal rope material 11 or the vertical rope material 52 which is a connected material of the protective fence 1. When impact energy is applied to the mesh body 4 due to falling rocks or the like, the shock absorber 30 frictionally slides against the buffer rope material 40 by the mesh body folding portion 24 or the mesh body intersection portion 23 to absorb the impact energy, When the shock absorber 30 moves, the amount of bending of the net body 4 can be increased, and the impact energy absorption effect can be improved.
[Selection] Figure 2

Description

本発明は、防護柵の網体用緩衝装置に関する。   The present invention relates to a shock absorber for a protective fence net.

従来、この種の網体用緩衝装置を用いる防護柵の一例として、斜面と道路との境界に設けた基礎コンクリートと、この基礎コンクリートに所定の間隔で設置した支柱と、これら支柱の間に帯状に張り巡らせた防護ネットとからなる防護柵(例えば特許文献1)などがある。   Conventionally, as an example of a protective fence using this type of shock absorber for a net body, foundation concrete provided at the boundary between a slope and a road, pillars installed on the foundation concrete at a predetermined interval, and a belt-like shape between these pillars There is a protective fence (for example, Patent Document 1) composed of a protective net stretched around.

また、所定の間隔で支柱を設け、各支柱の間に水平ロープ材を設け、この水平ロープ材の途中に緩衝部を設け、各支柱間を水平ロープ材に掛止させたワイヤ製のネットで遮蔽し、前記緩衝部が、前記水平ロープ材の途上にロープ材を重合させて形成した余長部と、この余長部を一定の力で挟持する挟持具とを備える防護柵(例えば特許文献2)や、各支柱間にコンクリート製や金属製などからなる横杆を多段に設けた防護柵や、前記支柱の上部と支柱前側の斜面とを控えロープ材により連結し、この控えロープ材の途中に、控えロープ材の摺動を許容可能に把持する緩衝具を設けた防護柵(例えば特許文献3)などが知られている。   In addition, it is a wire net that has struts provided at predetermined intervals, a horizontal rope material is provided between the struts, a buffer portion is provided in the middle of the horizontal rope material, and the struts are hooked between the horizontal rope materials. A protective fence that is shielded and includes a surplus portion formed by polymerizing the rope material in the middle of the horizontal rope material, and a clamping tool that sandwiches the surplus length portion with a constant force (for example, Patent Documents) 2), protective fences with multiple layers of concrete or metal between each support, and the upper part of the support and the slope on the front of the support are connected by a control rope. A guard fence (for example, Patent Document 3) provided with a shock absorber that grips the holding rope material in an acceptable manner on the way is known.

このようにロープ材の途中に緩衝具を設ける以外でも、支柱間に横方向の支持ロープを設け、網体である網ロープの折り返し部と前記支持ロープとを端部把持具により把持し、衝撃エネルギーを把持部により減衰する防護柵(例えば特許文献4)がある。   In addition to providing a shock absorber in the middle of the rope material in this way, a support rope in the horizontal direction is provided between the struts, and the folded portion of the net rope that is a net body and the support rope are gripped by the end gripping tool, There is a protective fence (for example, Patent Document 4) that attenuates energy by a gripping portion.

特開2003−3425号公報JP 2003-3425 A 特開平6−173221号公報JP-A-6-173221 特開2000−273827号公報Japanese Patent Laid-Open No. 2000-273727 特開平7−252808号公報JP-A-7-252808

上記特許文献4の防護柵では、網体が摩擦摺動して衝撃力を吸収することができるが、網体全体の変形量は少なく、網体の変形量を大きくすれば、衝撃エネルギーの減衰効果を向上することができ、また、支柱に加わる力を軽減できる。   In the protective fence of the above-mentioned Patent Document 4, the mesh body can frictionally slide and absorb the impact force, but the deformation amount of the entire mesh body is small, and if the deformation amount of the mesh body is increased, the impact energy is attenuated. An effect can be improved and the force added to a support | pillar can be reduced.

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、網体の変形量を大きくすることにより、網体による衝撃吸収効果を向上することができる防護柵の網体用緩衝装置を提供することを目的とする。   Accordingly, the present invention provides a protection fence body buffer that can improve the impact absorption effect of the mesh body by increasing the deformation amount of the mesh body when an impact force such as falling rocks, landslides, and avalanches acts. An object is to provide an apparatus.

(1)本発明は、間隔をおいて立設した支柱と、前記支柱間に設けた網体と、緩衝用ロープ材を把持した緩衝具とを備えた防護柵に用いられ、前記網体は、縁部に線材を折り返した網体折り返し部と前記線材が交差する網体交差部とを有し、前記緩衝用ロープ材と前記緩衝具を用いることにより、前記網体折り返し部又は網体交差部を、前記網体以外の前記防護柵に設けた被連結材に連結し、前記網体の移動により前記緩衝具に対し前記緩衝用ロープ材が摺動して前記網体に加わる衝撃力を吸収することを特徴とする。 (1) The present invention includes a support column provided upright at an interval, and a network element provided between the struts used in the proof Mamorusaku that includes a gripping buffer rope material bumper, the network element Has a mesh body folded portion obtained by folding a wire material at an edge and a mesh body intersecting portion where the wire material intersects, and by using the buffering rope material and the cushioning tool , the mesh body folded portion or the mesh body. intersections, coupled to the coupling member provided on the protection barrier outside the network element, applied to the sliding said cushioning rope materials with respect to the bumper by the movement of the front SL network element to the network element impact and wherein and Turkey to absorb the force.

上記構成によれば、網体に落石などにより衝撃エネルギーが加わると、網体折り返し部又は網体交差部により緩衝具が緩衝用ロープ材に対して摩擦摺動して衝撃エネルギーを吸収し、しかも、緩衝具が移動することにより網体の撓み量を大きく取ることができ、衝撃エネルギーの吸収効果を向上することができる。   According to the above configuration, when impact energy is applied to the mesh body due to falling rocks or the like, the shock absorber is frictionally slid against the buffer rope material by the mesh body folded portion or the mesh body intersecting portion, and the impact energy is absorbed. By moving the shock absorber, it is possible to increase the amount of bending of the net body and improve the impact energy absorption effect.

(2)また、本発明は、前記緩衝用ロープ材を折り返した緩衝用折り返し部の端部を前記緩衝具により把持して緩衝用折り返し輪部を形成し、この緩衝用折り返し輪部を前記被連結材に連結し、前記緩衝用折り返し輪部に前記網体折り返し部又は前記網体交差部を係止したことを特徴とする。   (2) Further, in the present invention, an end portion of the buffer folded portion obtained by folding the buffer rope material is gripped by the cushioning device to form a buffer folded ring portion, and the buffer folded ring portion is attached to the covered loop portion. It is connected to a connecting material, and the mesh body folded portion or the mesh body intersecting portion is locked to the buffer folded ring portion.

上記構成によれば、網体に落石などにより衝撃エネルギーが加わると、緩衝具に係止する網体折り返し部又は網体交差部により緩衝具が緩衝用ロープ材に対して摩擦摺動して衝撃エネルギーを吸収し、しかも、緩衝具が移動することにより網体の撓み量を大きく取ることができ、衝撃エネルギーの吸収効果を向上することができる。   According to the above configuration, when impact energy is applied to the mesh body due to falling rocks, etc., the shock absorber frictionally slides against the shock-absorbing rope material by the mesh body folding portion or the mesh body crossing portion that is locked to the shock absorber. By absorbing energy and moving the shock absorber, it is possible to increase the amount of bending of the net body, and to improve the impact energy absorption effect.

(3)また、本発明は、前記緩衝用折り返し輪部に前記網体折り返し部又は前記網体交差部を挿入して係止したことを特徴とする。   (3) Further, the present invention is characterized in that the mesh body folded portion or the mesh body intersecting portion is inserted and locked into the buffer folded ring portion.

上記構成によれば、前記緩衝用折り返し輪部に前記網体折り返し部又は前記網体交差部を挿入することにより、緩衝具に係止することができ、構造簡易な緩衝装置が得られる。   According to the said structure, by inserting the said net | network folding | returning part or the said net | network crossing part in the said folding | returning ring | wheel part for buffering, it can be latched to a buffer tool and a buffer apparatus with a simple structure is obtained.

(4)また、本発明は、前記緩衝具に前記網体折り返し部又は前記網体交差部を係止する係止部を設けたことを特徴とする。   (4) Moreover, this invention provided the latching | locking part which latches the said mesh body folding | returning part or the said mesh body crossing part in the said buffer.

上記構成によれば、係止部により前記緩衝用折り返し輪部に前記網体折り返し部又は前記網体交差部を緩衝具に係止することができ、構造簡易な緩衝装置が得られる。   According to the above configuration, the mesh body folded portion or the mesh body intersecting portion can be latched to the shock absorber by the latching portion by the latching portion, and a shock absorber having a simple structure can be obtained.

(5)また、本発明は、前記緩衝用ロープ材を重合させて輪部を形成し、前記緩衝用ロープ材の前記重合部分を前記緩衝具により把持し、前記輪部により前記被連結材と前記緩衝用折り返し部又は網体交差部とを連結したことを特徴とする。   (5) Moreover, this invention superposes | polymerizes the said buffering rope material, forms a ring | wheel part, hold | grips the said superposition | polymerization part of the said buffering rope material with the said buffer, and is connected with the said to-be-connected material by the said ring part. The buffer folded portion or the mesh intersection is connected.

上記構成によれば、網体に落石などにより衝撃エネルギーが加わると、被連結材と網体折り返し部又は網体交差部に連結した輪部が開く方向の力を受け、これにより緩衝具が緩衝用ロープ材に対して摩擦摺動して衝撃エネルギーを吸収し、しかも、輪部が開くことにより網体の撓み量を大きく取ることができ、衝撃エネルギーの吸収効果を向上することができる。   According to the above configuration, when impact energy is applied to the mesh body by falling rocks or the like, the connected material and the ring portion connected to the mesh body folding portion or the mesh body intersection portion are subjected to a force in the opening direction, whereby the shock absorber is buffered. Friction sliding with respect to the rope material for absorbing impact energy, and by opening the ring portion, it is possible to increase the amount of flexure of the mesh body and improve the impact energy absorption effect.

(6)また、本発明は、前記輪部に前記緩衝用折り返し部又は網体交差部を挿通したことを特徴とする。   (6) Further, the present invention is characterized in that the looped-back portion for buffering or the mesh body intersection is inserted into the ring portion.

上記構成によれば、前記網体折り返し部又は前記網体交差部を挿入することにより輪部に連結することができ、構造簡易な緩衝装置が得られる。   According to the said structure, it can connect with a ring | wheel part by inserting the said net | network folding | returning part or the said net | network crossing part, and a structure simple buffer apparatus is obtained.

(7)また、本発明は、前記緩衝用ロープ材を複数の前記網体折り返し部の網目又は複数の網体交差部の網目に挿通し、前記緩衝用ロープ材の両端部を逆向きに折り返し、これら折り返し部分を防護柵の被連結部に係止し、それら逆向きの端部を重合し、この重合部分を前記緩衝具により把持したことを特徴とする。 (7) Further, in the present invention, the buffer rope material is inserted into the meshes of the plurality of mesh folding portions or the meshes of the mesh intersecting portions , and both ends of the buffer rope material are folded in the opposite directions. The folded portion is locked to the connected portion of the protective fence, the opposite end portions are overlapped, and the overlapped portion is gripped by the buffer.

上記構成によれば、網体に落石などにより衝撃エネルギーが加わると、複数の網体折り返し部又は網体交差部を挿通した緩衝用ロープ材に張力が加わり、これにより両端部の重合部分を把持する緩衝具に対して緩衝用ロープ材の端部が摩擦摺動して衝撃エネルギーを吸収し、しかも、その緩衝用ロープ材の摩擦摺動により網体の撓み量を大きく取ることができ、衝撃エネルギーの吸収効果を向上することができる。   According to the above configuration, when impact energy is applied to the mesh body by falling rocks or the like, tension is applied to the buffer rope material inserted through the plurality of mesh folding portions or the mesh intersection portions, thereby grasping the overlapping portions at both ends. The end of the cushioning rope material frictionally slides against the shock absorber to absorb the impact energy, and the frictional sliding of the cushioning rope material can take a large amount of flexure of the net body. The energy absorption effect can be improved.

(8)また、本発明は、前記緩衝用ロープ材を複数の前記網体折り返し部の網目又は複数の網体交差部の網目に挿通し、前記緩衝用ロープ材の両端部に対応して前記防護柵の被連結材に前記緩衝具をそれぞれ設け、これら両側の緩衝具により前記緩衝用ロープ材の両端部をそれぞれ把持したことを特徴とする。 (8) Further, in the present invention, the buffer rope material is inserted into the meshes of the plurality of mesh folding portions or the meshes of the plurality of mesh body crossing portions , and the buffer rope material corresponds to both end portions of the buffer rope material. The shock absorbers are respectively provided on the members to be connected to the protective fence, and both end portions of the buffer rope material are respectively held by the shock absorbers on both sides.

上記構成によれば、網体に落石などにより衝撃エネルギーが加わると、複数の網体折り返し部又は網体交差部を挿通した緩衝用ロープ材に張力が加わり、これにより両端部を把持する緩衝具に対して緩衝用ロープ材の端部が摩擦摺動して衝撃エネルギーを吸収し、しかも、その緩衝用ロープ材の摩擦摺動により網体の撓み量を大きく取ることができ、衝撃エネルギーの吸収効果を向上することができる。   According to the above configuration, when impact energy is applied to the mesh body by falling rocks or the like, tension is applied to the buffer rope material inserted through the plurality of mesh body folded portions or mesh body intersections, and thereby the cushioning device grips both ends. In contrast, the end portion of the buffer rope material frictionally slides to absorb impact energy, and the frictional sliding of the buffer rope material allows a large amount of flexure of the net body to be absorbed. The effect can be improved.

(9)また、本発明は、前記被連結材が前記防護柵に設けた対をなす連結用ロープ材であり、前記対をなす連結用ロープ材を間隔をおいて配置し、それら対をなす一方及び他方の連結用ロープ材に、先端側を折り返した緩衝用ロープ材の折り返し部をそれぞれ移動可能に係止し、前記先端側に前記網体折り返し部又は前記網体交差部を連結し、前記緩衝用ロープ材の他側に余長部を設け、前記一方及び他方の緩衝用ロープ材の前記余長部を重合し、この重合部分を前記緩衝具により把持したことを特徴とする。 (9) Further, the present invention is the a connecting rope materials forming a pair of the connecting member is provided in the safety barrier, and spaced a connecting rope materials forming the pair, forming them pairs The one and the other connecting rope members are movably locked with the folded portions of the buffer rope materials folded back at the tip side, and the mesh body folded portion or the mesh body crossing portion is coupled to the tip side, A surplus length portion is provided on the other side of the cushioning rope member, the surplus length portions of the one and the other cushioning rope members are superposed, and the superposed portion is held by the cushioning tool.

上記構成によれば、網体に落石などにより衝撃エネルギーが加わると、複数の網体折り返し部又は網体交差部を連結した緩衝用ロープ材の先端側に一側向きの張力が加わり、これにより余長部を他側に引っ張る張力が発生し、緩衝具に対して余長部が摩擦摺動して衝撃エネルギーを吸収し、しかも、緩衝用ロープ材の摩擦摺動により網体の撓み量を大きく取ることができ、衝撃エネルギーの吸収効果を向上することができる。   According to the above configuration, when impact energy is applied to the mesh body by falling rocks or the like, one-side tension is applied to the tip side of the buffer rope material connecting the plurality of mesh body folded portions or mesh body intersection portions, thereby The tension that pulls the surplus part to the other side is generated, the surplus part frictionally slides against the shock absorber to absorb the impact energy, and the amount of flexure of the net body is reduced by the frictional sliding of the buffering rope material. It can take large, and the impact energy absorption effect can be improved.

(10)また、本発明は、前記被連結材が前記防護柵に設けた連結用ロープ材であることを特徴とする。   (10) Moreover, this invention is characterized by the said to-be-connected material being the rope material for a connection provided in the said guard fence.

上記構成によれば、緩衝用ロープ材が緩衝具に対して摩擦摺動すると、連結用ロープ材から網体折り返し部又は網体交差部が離れるように移動することにより、網体の撓み量を大きく取ることができ、衝撃エネルギーの吸収効果を向上することができる。   According to the above configuration, when the buffer rope material is frictionally slid with respect to the shock absorber, the net bending portion or the net crossing portion moves away from the connecting rope material, thereby reducing the amount of bending of the net body. It can take large, and the impact energy absorption effect can be improved.

また、本発明は、前記連結用ロープ材が、前記支柱間に設けた横ロープ材とすることができる。   Moreover, this invention can use the said rope material for a connection as the horizontal rope material provided between the said support | pillars.

上記構成によれば、緩衝用ロープ材が緩衝具に対して摩擦摺動すると、横ロープ材から網体折り返し部又は網体交差部が離れるように移動することにより、網体の撓み量を大きく取ることができ、衝撃エネルギーの吸収効果を向上することができる。   According to the above configuration, when the buffering rope material is frictionally slid with respect to the shock absorber, the net body bending portion or the net crossing portion moves away from the horizontal rope material, thereby increasing the amount of bending of the net body. It is possible to improve the absorption effect of impact energy.

また、本発明は、前記緩衝用ロープ材の端部に前記緩衝具に係止するストッパを設けることができる。   Moreover, this invention can provide the stopper latched to the said buffer at the edge part of the said buffer rope material.

上記構成によれば、緩衝用ロープ材が所定量だけ摩擦移動すると、ストッパが緩衝具に係止し、この後は摩擦摺動することなく、緩衝用ロープ材の張力により衝撃エネルギーを吸収することができる。   According to the above configuration, when the buffering rope material is frictionally moved by a predetermined amount, the stopper is locked to the buffering tool, and thereafter, the shock energy is absorbed by the tension of the buffering rope material without frictional sliding. Can do.

上記構成によれば、網体に落石などにより衝撃エネルギーが加わると、網体折り返し部又は網体交差部の移動により緩衝具が緩衝用ロープ材に対して摩擦摺動して衝撃エネルギーを吸収し、しかも、緩衝具の移動により網体の撓み量を大きく取ることができ、衝撃エネルギーの吸収効果に優れた防護柵を提供することができる。   According to the above configuration, when impact energy is applied to the mesh body due to falling rocks, etc., the shock absorber frictionally slides against the buffer rope material due to the movement of the mesh body folding portion or the mesh body crossing portion to absorb the impact energy. Moreover, the amount of flexure of the net body can be increased by the movement of the shock absorber, and a protective fence excellent in impact energy absorption effect can be provided.

また、網体折り返し部又は網体交差部を用いて連結するため、防護柵への網体の連結作業が容易となる。   Moreover, since it connects using a net | network folding | returning part or a net | network crossing part, the connection operation | work of the net | network to a protection fence becomes easy.

本発明の実施例1の防護柵を示す背面図である。It is a rear view which shows the protection fence of Example 1 of this invention. 同上、要部の背面図である。It is a rear view of the principal part same as the above. 同上、平面図である。It is a top view same as the above. 同上、側面図である。It is a side view same as the above. 同上、ワイヤネットの要部の正面図である。It is a front view of the principal part of a wire net same as the above. 同上、緩衝具の平面図である。It is a top view of a shock absorber same as the above. 同上、緩衝構造の背面図である。It is a rear view of a buffer structure same as the above. 同上、シャックルの正面図である。It is a front view of a shackle same as the above. 同上、端部の支柱上部の背面図である。It is a rear view of the support | pillar upper part of an edge part same as the above. 同上、端部の支柱下部の背面図である。It is a rear view of the lower part support | pillar same as the above. 同上、支柱上部の側面図である。It is a side view of a support | pillar upper part same as the above. 同上、支柱下部の側面図である。It is a side view of a support | pillar lower part same as the above. 同上、緩衝用ロープ材の上下の端部を逆方向に折り返す状態を説明する側面図である。It is a side view explaining the state which folds up and down the edge part of a rope material for buffering in the reverse direction same as the above. 同上、中間の支柱上部の背面図である。It is a rear view of an intermediate | middle support | pillar upper part same as the above. 同上、中間の支柱下部の背面図である。It is a rear view of an intermediate | middle support | pillar lower part same as the above. 同上、端部の支柱の平面図である。It is a top view of the support | pillar of an edge part same as the above. 同上、側部の控えロープ材の要部の平面図である。It is a top view of the principal part of a reserving rope material of a side part same as the above. 同上、中間の支柱の平面図である。It is a top view of an intermediate | middle support | pillar same as the above. 同上、ワイヤクリップの正面図である。It is a front view of a wire clip same as the above. 本発明の実施例2を示す緩衝構造の背面図である。It is a rear view of the buffer structure which shows Example 2 of this invention. 本発明の実施例3を示す緩衝構造の背面図である。It is a rear view of the buffer structure which shows Example 3 of this invention. 本発明の実施例4を示す緩衝構造の背面図である。It is a rear view of the buffer structure which shows Example 4 of this invention. 本発明の実施例5を示す緩衝構造の背面図である。It is a rear view of the buffer structure which shows Example 5 of this invention. 本発明の実施例6を示す緩衝構造の背面図である。It is a rear view of the buffer structure which shows Example 6 of this invention. 本発明の実施例7を示す緩衝構造の背面図である。It is a rear view of the buffer structure which shows Example 7 of this invention. 本発明の実施例8を示す変形例のワイヤネットの要部の正面図である。It is a front view of the principal part of the wire net of the modification which shows Example 8 of this invention.

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の網体用緩衝装置を採用することにより、従来にない防護柵の網体用緩衝装置が得られ、その防護柵の網体用緩衝装置について記述する。   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 adopting a new protection fence network shock absorber that is different from the conventional one, an unprecedented protection fence network shock absorber can be obtained. Describe.

以下、本発明の実施例1について、図1〜図19を参照して説明する。図1に示すように、落石,雪崩,崩壊土砂等の防護体である防護柵1は、設置場所であるコンクリート基礎2に所定間隔を置いて複数の支柱3を立設し、これら左右方向に並んだ前記支柱3の間に、可撓性を有する防護面たる網体4を設けている。尚、前記支柱3して断面円形の鋼管などが例示される。   Hereinafter, Example 1 of the present invention will be described with reference to FIGS. As shown in FIG. 1, a protective fence 1 which is a protective body such as rock fall, avalanche, collapsed earth and sand, etc., is provided with a plurality of support columns 3 standing at a predetermined interval on a concrete foundation 2 which is an installation location. A mesh body 4 as a protective surface having flexibility is provided between the columns 3 arranged side by side. The support 3 is exemplified by a steel pipe having a circular cross section.

前記支柱3の上下には、上,下横ロープ材11,12が張設されている。また、前記支柱3の上下の後部には、前記上,下横ロープ材11,12が係脱可能な上,下の係止部13,14が設けられ、両端の支柱3,3の係止部13,14に前記上,下横ロープ材11,12の端部が連結されている。   Upper and lower lateral rope members 11 and 12 are stretched above and below the column 3. The upper and lower lateral rope members 11 and 12 can be engaged with and disengaged from the upper and lower rear portions of the support column 3, and upper and lower locking portions 13 and 14 are provided to lock the support columns 3 and 3 at both ends. End portions of the upper and lower horizontal rope members 11 and 12 are connected to the portions 13 and 14.

尚、上,下横ロープ材11,12の間には、他の横ロープ材はない。   There is no other horizontal rope material between the upper and lower horizontal rope members 11 and 12.

図5に示すように、前記網体4は、鋼線を撚ったワイヤからなる複数の斜め線材22,22が交差するワイヤネット21を備え、前記斜め線材22,22の網体交差部23において、一方の斜め線材22に他方の斜め線材22を挿通して他方の斜め線材22を一方の線材22に編み込んでおり、斜め線材22の長さ方向で隣合う網体交差部23は、一方の斜め線材22に他方の斜め線材22に挿通する交差部23と、他方の斜め線材22に一方の斜め線材が挿通する網体交差部23が交互に配置されている。また、前記ワイヤネット21の一方の斜め線材22は左上から右下に向う斜めに配置され、他方の斜め線材22は逆向きで右上から左下に向う斜めに配置され、それら斜め線材22,22は、網体4の縁において、略90度に折り返した網体折り返し部24を有し、折り返し部24で斜め線材22,22が連続する連続する。   As shown in FIG. 5, the mesh body 4 includes a wire net 21 in which a plurality of oblique wire rods 22, 22 made of a twisted steel wire intersect, and the mesh wire intersection 23 of the oblique wire rods 22, 22. The other diagonal wire 22 is inserted into the one diagonal wire 22 and the other diagonal wire 22 is knitted into the one wire 22, and the net crossing portion 23 adjacent in the length direction of the diagonal wire 22 is Crossing portions 23 that are inserted into the other diagonal wire rod 22 and netting intersection portions 23 through which the one diagonal wire rod is inserted are alternately arranged. Further, one diagonal wire 22 of the wire net 21 is disposed obliquely from the upper left to the lower right, and the other oblique wire 22 is disposed in an opposite direction and obliquely directed from the upper right to the lower left. The edge of the mesh body 4 has a mesh body folding portion 24 that is folded back at approximately 90 degrees, and the diagonal wire rods 22 and 22 are continuous at the folding portion 24.

ワイヤーネット21の線材22の直径は9〜14mm、引張強度が30〜90kNで、そのワイヤーネット21の網目の対角線の幅Wは300〜600mmである。   The diameter of the wire 22 of the wire net 21 is 9 to 14 mm, the tensile strength is 30 to 90 kN, and the diagonal width W of the mesh of the wire net 21 is 300 to 600 mm.

前記ワイヤネット21は、緩衝具30とワイヤロープなどからなる緩衝用ロープ材40を用いて、被連結材たる上横ロープ材11に連結される。   The wire net 21 is connected to the upper horizontal rope member 11 as a member to be connected using a buffering rope member 40 including a buffer 30 and a wire rope.

図6に示すように、前記緩衝具30は、2つの挟持体31,31と、締付用のUボルト32及びナット33などの締め具34で構成するものが例示される。前記緩衝用ロープ材40,40をそれぞれ収納する二つの溝35,35を、前記挟持体31,31に刻設し、それら溝35,35に緩衝用ロープ材40,40が収納されるように、挟持体31,31により両側から挟み、該挟持体31,31の貫通孔36,36に前記Uボルト32を挿通してナット33で締め付け、それら緩衝用ロープ材40,40を把持する。そして、Uボルト32,ナット33の締付力によって緩衝用ロープ材40,40の挟持力(圧着力)を調整できるようになっている。また、少なくとも緩衝用ロープ材40,40の一方が摺動できるだけの余長部を突き出しておく。Uボルト32及びナット33で緩衝用ロープ材40の端部40T,40Tなどを所定の摩擦力で把持し、落石などにより支柱3を倒す力が加わり、これによりロープ材40に設定以上の張力が作用したときに、緩衝用ロープ材40,40の摺動を許容するものである。このように緩衝具30を設けることにより、ワイヤネット21から緩衝用ロープ材40に加わる張力が所定以上になると、緩衝用ロープ材40,40が緩衝具30に対して摩擦摺動することにより、衝撃エネルギーを効果的に吸収することができる。   As shown in FIG. 6, the shock absorber 30 is composed of two clamping bodies 31, 31, and a fastening tool 34 such as a fastening U bolt 32 and a nut 33. Two grooves 35 and 35 for accommodating the buffering rope members 40 and 40, respectively, are formed in the sandwiching bodies 31 and 31 so that the buffering rope members 40 and 40 are stored in the grooves 35 and 35, respectively. The U-bolts 32 are inserted into the through holes 36 and 36 of the clamping bodies 31 and 31 and tightened with the nuts 33 to hold the buffering rope members 40 and 40. The clamping force (crimping force) of the buffering rope members 40, 40 can be adjusted by the tightening force of the U bolt 32 and the nut 33. Further, at least one of the cushioning rope members 40 and 40 protrudes an extra length that can slide. The U bolt 32 and the nut 33 hold the end portions 40T, 40T, etc. of the buffering rope material 40 with a predetermined frictional force, and a force to tilt the support column 3 by falling rocks is applied. When acted, the sliding rope members 40, 40 are allowed to slide. By providing the shock absorber 30 in this way, when the tension applied to the shock absorbing rope member 40 from the wire net 21 becomes equal to or higher than a predetermined value, the shock absorbing rope members 40 and 40 frictionally slide with respect to the shock absorber 30. Impact energy can be absorbed effectively.

図7などに示すように、1本の前記緩衝用ロープ材40を略U字状に折り返して緩衝用折り返し部41を形成し、この緩衝用折り返し部41の端部のロープ材40,40を前記緩衝具30により把持して緩衝用折り返し輪部42を形成する。また、前記緩衝用ロープ材40の端部40T,40Tに金属製の輪体を加締め固定して端部40T,40Tを一体化すると共にストッパ43を構成している。   As shown in FIG. 7 and the like, one buffer rope member 40 is folded back into a substantially U shape to form a buffer folded portion 41, and the rope members 40, 40 at the ends of the buffer folded portion 41 are A buffer folded loop 42 is formed by gripping with the buffer 30. Further, a metal ring is swaged and fixed to the end portions 40T and 40T of the buffering rope member 40 so that the end portions 40T and 40T are integrated and a stopper 43 is formed.

そして、前記緩衝用折り返し輪部42に前記網体折り返し部24を挿通し、これにより緩衝具30に緩衝用折り返し輪部42を係止する。また、緩衝用折り返し輪部42と上横ロープ材11とを、着脱連結手段たるシャックル45により着脱可能に連結する。   Then, the mesh body folded portion 24 is inserted into the buffer folded ring portion 42, and thereby the buffer folded ring portion 42 is locked to the buffer 30. Moreover, the return | turnback ring | wheel part 42 for buffers and the upper horizontal rope material 11 are connected so that attachment or detachment is possible by the shackle 45 which is attachment / detachment connection means.

尚、図8などに示すように、シャックル45は、U字型の本体46の両端にナット付ボルト47を挿通して前記両端を開閉するものであり、閉塞した本体46内に前記緩衝用折り返し輪部42と上横ロープ材11を挿通して両者を連結する。そして、前記緩衝用折り返し輪部42と緩衝具30の反対側に突出した部分が緩衝用ロープ材40の余長部44となる。   As shown in FIG. 8 and the like, the shackle 45 is configured to open and close both ends of the U-shaped main body 46 by inserting bolts 47 with nuts into both ends. The ring portion 42 and the upper horizontal rope member 11 are inserted and connected to each other. And the part which protruded on the opposite side of the said buffering | returning ring | wheel part 42 and the buffer 30 becomes the extra length part 44 of the rope material 40 for buffering.

また、ワイヤネット21の下縁においては、網体折り返し部24と下横ロープ材12とをシャックル45により連結する。尚、シャックル45を用いることにより、ワイヤネット21は、横ロープ材11,12及び後述する縦ロープ材の長さ方向に移動可能となる。   Further, at the lower edge of the wire net 21, the mesh body folded portion 24 and the lower horizontal rope member 12 are connected by a shackle 45. In addition, by using the shackle 45, the wire net 21 can be moved in the length direction of the horizontal rope members 11 and 12 and a vertical rope member to be described later.

そして、この例では、前記緩衝用ロープ材40と緩衝具30により緩衝構造48を構成している。   In this example, a buffer structure 48 is configured by the buffer rope material 40 and the buffer 30.

尚、図7に示したように、上横ロープ材11以外でも、下横ロープ材12とワイヤネット21の下側の網体折り返し部24とを連結したり、後述する縦ロープ材とワイヤネット21の左右一側縁の網体折り返し部24とを連結したりすることができ、この場合、下横ロープ材12と縦ロープ材が被連結材となる。また、いずれも場合も、緩衝用折り返し輪部42に網体交差部23を挿入して係止してもよい。   As shown in FIG. 7, in addition to the upper horizontal rope member 11, the lower horizontal rope member 12 and the lower net body folded portion 24 on the wire net 21 are connected, or a later-described vertical rope member and wire net are connected. In this case, the lower horizontal rope member 12 and the vertical rope member are connected members. In either case, the mesh body crossing portion 23 may be inserted into the buffer folding ring portion 42 and locked.

次に、図4などに示すように、支柱3においては、前記上下の係止部13,14に被連結材たるピンボルト51,51を横設し、これら上下のピンボルト51,51間に、被連結材たる縦ロープ材52を張設する。尚、縦ロープ材52の端部に輪部52Wを形成し、この輪部52Wにピンボルト51を挿通する。また、前記上,下横ロープ材11,12と前記縦,横ロープ材52,11,12はそれぞれ2本ずつ用いられているが、1本でもよい。   Next, as shown in FIG. 4 and the like, in the support column 3, pin bolts 51, 51 that are connected members are provided horizontally on the upper and lower locking portions 13, 14, and the pin bolts 51, 51 are connected between the upper and lower pin bolts 51, 51. A vertical rope member 52 as a connecting member is stretched. In addition, the ring part 52W is formed in the edge part of the vertical rope material 52, and the pin volt | bolt 51 is penetrated to this ring part 52W. Further, although two pieces of the upper and lower horizontal rope members 11 and 12 and two pieces of the vertical and horizontal rope members 52, 11 and 12 are used, one piece may be used.

この例では、前記ワイヤネット21は中間の支柱3と端部の支柱3の間隔に略等しい左右幅を有し、左右両側縁に前記網体折り返し部24を有する。   In this example, the wire net 21 has a left-right width substantially equal to the distance between the intermediate support column 3 and the end support column 3, and has the mesh body turn-back portions 24 on both left and right edges.

そして、図9〜図12に示すように、端部の支柱3においては、1本の緩衝用ロープ材40を上から下に前記縦ロープ材52に巻きつけながら、上下に並んだ網体折り返し部24に前記緩衝用ロープ材40を上から下に順番に挿通して係止し、緩衝用ロープ材40をワイヤネット21の網目に通し、その緩衝用ロープ材40が網体折り返し部24に係止した部分が網体係止部61となり、ワイヤネット21の縁に位置する全ての網体折り返し部24に緩衝用ロープ材40を挿通し、図13に示すように、その緩衝用ロープ材40の上下の端部40T,40Tを上下のピンボルト51に係止して上下逆方向に折り返し、この折り返した被連結材係止部62がピンボルト51に係止し、逆向きにした端部40T,40Tを重合し、この重合部分の端部40T,40Tを前記緩衝具30により把持する。そして、緩衝具30から上下に突出した端部40T,40Tが余長部44となる。   Then, as shown in FIGS. 9 to 12, in the support column 3 at the end portion, a single rope material 40 is wound around the vertical rope material 52 from the top to the bottom, and the mesh body folded up and down. The buffer rope material 40 is inserted into the portion 24 in order from the top to the bottom and locked, the buffer rope material 40 is passed through the mesh of the wire net 21, and the buffer rope material 40 is connected to the mesh body folding portion 24. The locked portion becomes the mesh body locking portion 61, and the buffer rope material 40 is inserted into all the mesh body folded portions 24 located at the edge of the wire net 21, and as shown in FIG. The upper and lower end portions 40T, 40T of 40 are locked to the upper and lower pin bolts 51 and folded back in the reverse direction, and the folded connected material locking portion 62 is locked to the pin bolt 51 and turned to the opposite end portion 40T. , 40T is polymerized. Parts 40T, gripping by the bumper 30 to 40T. Then, the end portions 40T and 40T projecting up and down from the shock absorber 30 become the surplus length portion 44.

そして、縦ロープ材52が心材となって、緩衝用ロープ材40を所定の張力で張設することができる。   Then, the vertical rope member 52 becomes a core member, and the buffering rope member 40 can be stretched with a predetermined tension.

また、図14及び図15に示すように、中間の支柱3においては、縦ロープ材52の左右両側に対向して網体折り返し部24,24が位置し、1本の緩衝用ロープ材40を上から下に前記縦ロープ材52に巻きつけながら、上下に並んだ網体折り返し部24に前記緩衝用ロープ材40を上から下に順番に、且つ1段毎に左右一方と他方の網体折り返し部24に挿通して係止し、この緩衝用ロープ材40が網体折り返し部24に係止した部分が網体係止部61となり、各段で左右の網体係止部61,61が略同一高さに位置し、支柱3の両側の左右縁に位置する全ての網体折り返し部24に緩衝用ロープ材40を挿通し、この緩衝用ロープ材40の上下の端部を上下のピンボルト51に係止して上下逆方向に折り返し、この折り返した被連結材係止部62がピンボルト51に係止し、逆向きにした端部40T,40Tを重合し、この重合部分の端部40T,40Tを前記緩衝具30により把持する。そして、緩衝具30から上下に突出した端部40T,40Tが余長部44,44となる。   Further, as shown in FIGS. 14 and 15, in the intermediate strut 3, the net folding portions 24 and 24 are positioned opposite to the left and right sides of the vertical rope member 52, and one buffer rope member 40 is attached. While wrapping around the vertical rope member 52 from the top to the bottom, the buffer rope member 40 is placed on the mesh folding portion 24 arranged in the vertical direction in order from the top to the bottom, and the left and right one and the other mesh members for each step. The portion of the buffer rope 40 that is inserted into and locked into the folded portion 24 and locked to the mesh folded portion 24 becomes the mesh locked portion 61, and the left and right mesh locked portions 61, 61 at each stage. Are placed at substantially the same height, and the buffer rope material 40 is inserted into all the mesh folding parts 24 located on the left and right edges of the both sides of the support column 3, and the upper and lower ends of the buffer rope material 40 are Locked to the pin bolt 51 and folded back upside down, the folded connected material Stop portion 62 is engaged with the pin bolt 51, the end and the opposite portion 40T, polymerizing 40T, end 40T of the overlapping portion, gripping the 40T by the bumper 30. Then, the end portions 40T and 40T protruding upward and downward from the shock absorber 30 become the extra length portions 44 and 44.

また、端末の支柱3の左右方向外側には、前記コンクリート基礎2の上面に、アンカー71により控えロープ材連結部72を固設し、この控えロープ材連結部72と対応する端末の支柱3の上部とを、控えロープ材73により連結している。   Further, on the outer side in the left-right direction of the support column 3 of the terminal, a retaining rope material connecting portion 72 is fixed by an anchor 71 on the upper surface of the concrete foundation 2, and the terminal support column 3 corresponding to the retaining rope material connecting portion 72 is fixed. The upper part is connected by a rope member 73.

さらに、全ての支柱3の前側(山側)の地面である斜面には、アンカー74を埋設固定し、このアンカー74と支柱3の上部を控えロープ材75により連結する。この場合、支柱3の上部に係止部たる丸棒76を挿通し、この丸棒76の端部を支柱3の左右に突出し、この丸棒76の両端上に係止するように前記控えロープ材75を支柱3に巻き、巻いた控えロープ材75の重ね合わせ部分75Kを支柱3の前で、結束手段たるワイヤクリップ77により連結し、これにより支柱3の上部に控えロープ材75を連結する。   Furthermore, anchors 74 are embedded and fixed on the slopes which are the ground on the front side (mountain side) of all the columns 3, and the anchors 74 and the upper portions of the columns 3 are connected by a reed rope material 75. In this case, a round bar 76 as a locking part is inserted into the upper part of the column 3, the end of the round bar 76 protrudes to the left and right of the column 3, and the holding rope is locked to both ends of the round bar 76. The material 75 is wound around the support 3, and the overlapped portion 75 </ b> K of the wound storage rope 75 is connected to the front of the support 3 by a wire clip 77 serving as a binding means, thereby connecting the storage rope 75 to the upper part of the support 3. .

また、図19に示すように、前記ワイヤクリップ77は、Uボルト78と、このUボルト78を挿通する本体79とからなり、Uボルト78と本体79との間に前記重ね合わせ部分75Kを挟着するものである。   As shown in FIG. 19, the wire clip 77 includes a U bolt 78 and a main body 79 through which the U bolt 78 is inserted, and the overlapping portion 75 </ b> K is sandwiched between the U bolt 78 and the main body 79. It is what you wear.

次に、前記構成につき、その作用を説明する。上横ロープ材11においては、網体4に落石,崩壊土砂や雪崩などにより衝撃力を受けると、ワイヤネット21に張力が発生し、網体折り返し部24を下方に引っ張る力が加わり、該網体折り返し部24が係止する緩衝具30が余長部44に対して摩擦摺動し、前記衝撃力を吸収する。また、緩衝具30が移動することによりワイヤネット21の撓み量が大きくなり、衝撃力の吸収効果が向上し、支柱3などに加わる力を軽減できる。   Next, the effect | action is demonstrated about the said structure. In the upper horizontal rope member 11, when the mesh body 4 is subjected to an impact force by falling rocks, collapsed earth or avalanche, tension is generated in the wire net 21, and a force for pulling the mesh folding portion 24 downward is applied. The shock absorber 30 to which the body folding portion 24 is engaged frictionally slides with respect to the extra length portion 44 and absorbs the impact force. Moreover, the amount of bending of the wire net 21 is increased by the movement of the shock absorber 30, the impact force absorption effect is improved, and the force applied to the column 3 and the like can be reduced.

さらに、余長部44が摩擦摺動して緩衝具30にストッパ43が係止した後は、摩擦摺動することなく、緩衝用ロープ材40の張力により衝撃力を吸収することができる。   Furthermore, after the extra length portion 44 is frictionally slid and the stopper 43 is locked to the shock absorber 30, the impact force can be absorbed by the tension of the buffering rope member 40 without frictional sliding.

また、端部の支柱3においては、網体4に落石,崩壊土砂や雪崩などにより衝撃力を受けると、ワイヤネット21に張力が発生し、網体折り返し部24を中央側に引っ張る力が加わり、これにより該網体折り返し部24が係止する緩衝用ロープ材40に張力が加わり、全体としてループ状をなす緩衝用ロープ材40に張力が加わることにより、端部の余長部44,44が緩衝具30に対して摩擦摺動し、前記衝撃力を吸収する。また、全体としてループ状をなす緩衝用ロープ材40が広がることにより、ワイヤネット21の撓み量が大きくなり、衝撃力の吸収効果が向上し、支柱3などに加わる力を軽減できる。   Further, in the support column 3 at the end, when the mesh body 4 receives an impact force due to falling rocks, collapsed earth or avalanche, a tension is generated in the wire net 21 and a force for pulling the mesh folding portion 24 toward the center side is applied. As a result, a tension is applied to the buffering rope member 40 to which the mesh body turn-back portion 24 is locked, and the tension is applied to the buffering rope member 40 that forms a loop as a whole, so that the extra length portions 44 and 44 at the end portions. Frictionally slides against the shock absorber 30 and absorbs the impact force. Further, since the buffering rope material 40 having a loop shape as a whole spreads, the amount of bending of the wire net 21 is increased, the impact absorption effect is improved, and the force applied to the column 3 and the like can be reduced.

また、同様に、中間の支柱3においても、網体4に落石,崩壊土砂や雪崩などにより衝撃力を受けると、支柱3の両側のワイヤネット21,21に張力が発生し、網体折り返し部24を支柱3から離そうとする力が加わり、これにより該網体折り返し部24が係止する緩衝用ロープ材40に張力が加わり、全体としてループ状をなす緩衝用ロープ材40に張力が加わることにより、端部の余長部44,44が緩衝具30に対して摩擦摺動し、前記衝撃力を吸収する。また、全体としてループ状をなす緩衝用ロープ材40が広がることにより、両側のワイヤネット21,21の撓み量が大きくなり、衝撃力の吸収効果が向上し、支柱3などに加わる力を軽減できる。尚、中間の支柱3の場合、左右一方のワイヤネット21が衝撃力を受けた場合は、緩衝用ロープ材40により他方のワイヤネット21に衝撃力が伝わり、衝撃力を分散することができる。   Similarly, in the intermediate support column 3, when the mesh body 4 receives an impact force due to falling rocks, collapsed earth or avalanche, etc., tension is generated in the wire nets 21, 21 on both sides of the support column 3, and the mesh body folding portion. As a result, a force is applied to separate the support 24 from the support column 3, whereby a tension is applied to the buffering rope member 40 to which the mesh body folding portion 24 is locked, and a tension is applied to the buffering rope member 40 that forms a loop as a whole. As a result, the surplus length portions 44 and 44 at the end portions slide frictionally with respect to the shock absorber 30 and absorb the impact force. Further, the expansion of the looping rope material 40 that forms a loop as a whole increases the amount of bending of the wire nets 21 and 21 on both sides, improves the impact force absorption effect, and reduces the force applied to the column 3 and the like. . In the case of the intermediate strut 3, when one of the left and right wire nets 21 receives an impact force, the impact force is transmitted to the other wire net 21 by the buffering rope material 40, and the impact force can be dispersed.

このように本実施例では、間隔をおいて立設した支柱3,3・・・と、支柱間3,3…に設けた網体4と、緩衝用ロープ材40を把持した緩衝具30とを備えた防護柵に用いられ、前網体4は、縁部に線材たる斜め線材22を折り返した網体折り返し部24と斜め線材22が交差する網体交差部23とを有し、緩衝用ロープ材40と緩衝具30を用いることにより、網体折り返し部24又は網体交差部23を、網体4以外の防護柵1に設けた被連結材たる上横ロープ材11又は縦ロープ材52に連結し、網体4の移動により緩衝具30に対し緩衝用ロープ材40が摺動して網体4に加わる衝撃力を吸収するから、網体4に落石などにより衝撃エネルギーが加わると、網体折り返し部24又は網体交差部23により緩衝具30が緩衝用ロープ材40に対して摩擦摺動して衝撃エネルギーを吸収し、しかも、緩衝具30が移動することにより網体4の撓み量を大きく取ることができ、衝撃エネルギーの吸収効果を向上することができる。 As described above, in this embodiment, the support columns 3, 3... Standing upright, the mesh body 4 provided between the support columns 3, 3..., And the shock absorber 30 holding the buffer rope material 40. used anti Mamorusaku having a front net body 4, and a mesh member cross section 23 which mesh member folded portion 24 and the oblique wires 22 folded back a wire serving as oblique wire 22 to the edge intersects, buffer By using the rope material 40 and the shock absorber 30, the upper horizontal rope material 11 or the vertical rope material, which is a connected material provided in the protective fence 1 other than the mesh body 4 , the mesh body folding portion 24 or the mesh body crossing portion 23. linked to 52, since the shock-absorbing rope materials 40 to bumper 30 by the movement of the mesh member 4 absorbs an impact force applied to the mesh member 4 slides, the impact energy is applied due rockfall the netting 4 The shock absorber 30 is a rope material for cushioning by the mesh body folding portion 24 or the mesh body crossing portion 23. 0 frictionally slid to absorb impact energy to, moreover, by the bumper 30 moves can be made larger amount of deflection of the netting 4, it is possible to enhance the absorbing effect of the impact energy.

また、このように本実施例では、緩衝用ロープ材40を折り返した緩衝用折り返し部41の端部を緩衝具30により把持して緩衝用折り返し輪部42を形成し、この緩衝用折り返し輪部42を被連結材たる上横ロープ材11に連結し、緩衝用折り返し輪部42に網体折り返し部24又は網体交差部23を係止したから、網体4に落石などにより衝撃エネルギーが加わると、緩衝具30に係止する網体折り返し部24又は網体交差部23により緩衝具30が緩衝用ロープ材40に対して摩擦摺動して衝撃エネルギーを吸収し、しかも、緩衝具30が移動することにより網体4の撓み量を大きく取ることができ、衝撃エネルギーの吸収効果を向上することができる。   As described above, in the present embodiment, the end portion of the buffer return portion 41 where the buffer rope material 40 is folded back is gripped by the buffer 30 to form the buffer return ring portion 42, and this buffer return ring portion. 42 is connected to the upper horizontal rope member 11 which is a connected material, and the mesh body folded portion 24 or the mesh body intersecting portion 23 is locked to the buffer folded ring portion 42, so that impact energy is applied to the mesh body 4 by falling rocks or the like. Then, the shock absorber 30 frictionally slides against the shock-absorbing rope material 40 by the mesh body folding portion 24 or the mesh body crossing portion 23 that is locked to the shock absorber 30 and absorbs impact energy. By moving, the amount of bending of the net 4 can be increased, and the impact energy absorption effect can be improved.

また、このように本実施例では、緩衝用折り返し輪部42に網体折り返し部24又は網体交差部23を挿入して係止したから、緩衝用折り返し輪部42に網体折り返し部24又は網体交差部23を挿入することにより、緩衝具30に係止することができ、構造簡易な緩衝装置が得られる。   Further, in this embodiment, since the mesh folding part 24 or the mesh crossing part 23 is inserted and locked in the buffer folding ring part 42, the mesh folding part 24 or the mesh folding part 24 or By inserting the mesh body crossing part 23, it can be locked to the shock absorber 30, and a shock absorber with a simple structure can be obtained.

また、このように本実施例では、緩衝用ロープ材40を複数の網体折り返し部24の網目又は複数の網体交差部23の網目に挿通し、緩衝用ロープ材40の両端部40T,40Tを逆向きに折り返し、これら折り返し部分を防護柵1の被連結部たるピンボルト51,51に係止し、それら逆向きの端部40T,40Tを重合し、この重合部分を緩衝具30により把持したから、網体4に落石などにより衝撃エネルギーが加わると、複数の網体折り返し部24の網目又は網体交差部23の網目を挿通した緩衝用ロープ材40に張力が加わり、これにより両端部40T,40Tの重合部分を把持する緩衝具30に対して緩衝用ロープ材40の端部40T,40Tが摩擦摺動して衝撃エネルギーを吸収し、しかも、その緩衝用ロープ材40の摩擦摺動により網体4の撓み量を大きく取ることができ、衝撃エネルギーの吸収効果を向上することができる。 In this way, in this embodiment, the buffer rope material 40 is inserted into the meshes of the plurality of mesh folding portions 24 or the meshes of the mesh crossing portions 23 , and both end portions 40T, 40T of the buffer rope material 40 are inserted. The folded portions are locked to pin bolts 51 and 51 which are connected portions of the protective fence 1, the opposite end portions 40 </ b> T and 40 </ b> T are overlapped, and the overlapped portion is gripped by the buffer 30. Then, when impact energy is applied to the mesh body 4 by falling rocks or the like, tension is applied to the buffer rope material 40 inserted through the mesh of the plurality of mesh folding portions 24 or the mesh of the mesh body intersecting portions 23, thereby both end portions 40T. , 40T end portions 40T, 40T of the shock absorbing rope member 40 are frictionally slid against the shock absorber 30 holding the overlapped portion of 40T to absorb the impact energy. Makes it possible to increase the amount of deflection of the net assembly 4, it is possible to improve the effect of absorbing impact energy.

さらに、実施例上の効果として、ワイヤネット21の縁の複数の網体折り返し部24に緩衝用ロープ材40を係止したから、同時に1本の緩衝用ロー材40によりワイヤネット21の端縁を支柱3に連結することができる。 Furthermore, as an effect on the embodiment, because locked buffer rope material 40 into a plurality of mesh member in fold-back portion 24 of the edge of the wire net 21, the wire net 21 by a single buffer for brazing material 40 at the same time The edge can be connected to the column 3.

図20は、本発明の実施例2を示し、上記実施例1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。同図に示すように、1本の前記緩衝用ロープ材40を略U字状に折り返して緩衝用折り返し部41を形成し、この緩衝用折り返し部41の端部のロープ材40,40を前記緩衝具30により把持して緩衝用折り返し輪部42を形成する。また、前記緩衝用ロープ材40の端部40T,40Tに金属製の輪体をそれぞれ加締め固定してストッパ43,43を構成し、一方の端部40Tに余長部44を設け、他方の端部40Tのストッパ43を緩衝具30に近接した位置に配置する。   FIG. 20 shows a second embodiment of the present invention, in which the same parts as those in the first embodiment are denoted by the same reference numerals, and detailed description thereof is omitted. As shown in the figure, one buffer rope member 40 is folded in a substantially U shape to form a buffer folded portion 41, and the rope members 40, 40 at the ends of the buffer folded portion 41 are A buffer folding loop 42 is formed by gripping with the buffer 30. Further, stoppers 43 and 43 are formed by caulking and fixing metal rings to the end portions 40T and 40T of the buffer rope material 40, respectively, and an extra length portion 44 is provided at one end portion 40T, The stopper 43 of the end 40T is disposed at a position close to the shock absorber 30.

尚、上横ロープ材11以外でも、下横ロープ材12とワイヤネット21の下側の網体折り返し部24とを連結したり、縦ロープ材52とワイヤネット21の左右一側縁の網体折り返し部24とを連結したりすることができ、この場合、下横ロープ材12と縦ロープ材が被連結材となる。また、緩衝用折り返し輪部42に網体交差部23を挿入して係止してもよい。   In addition to the upper horizontal rope material 11, the lower horizontal rope material 12 and the lower net body folded part 24 of the wire net 21 are connected, or the vertical rope material 52 and the net body on one side edge of the wire net 21. The folded portion 24 can be connected, and in this case, the lower horizontal rope member 12 and the vertical rope member are connected members. Further, the mesh body crossing portion 23 may be inserted into the buffer folding ring portion 42 and locked.

そして、ワイヤネット21が衝撃力を受け、網体折り返し部24により緩衝具30に所定以上の力が加わると、一方の余長部44が緩衝具30に対して摩擦摺動し、前記衝撃力を吸収することができると共に、緩衝具30の移動によりワイヤネット21が上横ロープ材11から離れ、網体4の変形量が大きくなり、これによっても前記衝撃力を緩和することができる。   Then, when the wire net 21 receives an impact force and a force greater than a predetermined value is applied to the shock absorber 30 by the mesh body folding portion 24, the one extra length portion 44 frictionally slides against the shock absorber 30, and the impact force The wire net 21 is separated from the upper horizontal rope member 11 due to the movement of the shock absorber 30, and the deformation amount of the net body 4 is increased, which can also alleviate the impact force.

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。   As described above, in this embodiment, the same operations and effects as those of the first embodiment are obtained.

また、この例では、一方の余長部44が緩衝具30に対して摺動し、同時に一方の余長部44がシャックル45の本体46に摩擦摺動するため、余長部44と本体46の摩擦摺動によっても衝撃力の一部を吸収できる。   Further, in this example, one surplus length portion 44 slides with respect to the shock absorber 30, and at the same time, one surplus length portion 44 frictionally slides on the main body 46 of the shackle 45. A part of the impact force can also be absorbed by the frictional sliding.

図21は、本発明の実施例3を示し、上記各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。同図に示すように、この例では、実施例1において、緩衝具30に係止部たる開閉フック部81を設け、この開閉フック部81に前記網体折り返し部24を挿入係止している。尚、その開閉フック部81としては、緩衝具30に着脱可能なUボルトなどが例示される。   FIG. 21 shows a third embodiment of the present invention. The same reference numerals are given to the same portions as those of the above-described embodiments, and detailed description thereof will be omitted. As shown in the figure, in this example, in the first embodiment, an opening / closing hook portion 81 as a locking portion is provided in the shock absorber 30, and the mesh body folding portion 24 is inserted and locked in the opening / closing hook portion 81. . In addition, as the opening / closing hook part 81, the U volt | bolt etc. which can be attached or detached to the buffer 30 are illustrated.

尚、上横ロープ材11以外でも、下横ロープ材12とワイヤネット21の下側の網体折り返し部24とを連結したり、縦ロープ材52とワイヤネット21の左右一側縁の網体折り返し部24とを連結したりすることができ、この場合、下横ロープ材12と縦ロープ材が被連結材となる。また、開閉フック部81に網体交差部23を挿入して係止してもよい。さらに、実施例2の緩衝具30に開閉フック部81を設け、この開閉フック部81に、前記網体折り返し部24又は網体交差部23を係止するようにしてもよい。   In addition to the upper horizontal rope material 11, the lower horizontal rope material 12 and the lower net body folded part 24 of the wire net 21 are connected, or the vertical rope material 52 and the net body on one side edge of the wire net 21. The folded portion 24 can be connected, and in this case, the lower horizontal rope member 12 and the vertical rope member are connected members. Further, the mesh body crossing portion 23 may be inserted into the opening / closing hook portion 81 and locked. Furthermore, the opening / closing hook portion 81 may be provided in the shock absorber 30 of the second embodiment, and the mesh body folding portion 24 or the mesh body intersection portion 23 may be locked to the opening / closing hook portion 81.

そして、ワイヤネット21が衝撃力を受け、網体折り返し部24により緩衝具30に所定以上の力が加わると、余長部44,44が緩衝具30に対して摩擦摺動し、前記衝撃力を吸収することができると共に、緩衝具30の移動によりワイヤネット21が上横ロープ材11から離れ、ワイヤネット21の変形量が大きくなり、これによっても前記衝撃力を緩和することができる。   Then, when the wire net 21 receives an impact force and a force greater than a predetermined value is applied to the shock absorber 30 by the mesh body folding portion 24, the surplus length portions 44 and 44 frictionally slide against the shock absorber 30, and the impact force The wire net 21 is separated from the upper horizontal rope member 11 due to the movement of the shock absorber 30, and the deformation amount of the wire net 21 is increased, thereby also reducing the impact force.

このように本実施例では、上記各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 embodiments are obtained.

また、このように本実施例では、緩衝具30に網体折り返し部24又は網体交差部23を係止する係止部たる開閉フック部81を設けたから、この開閉フック部81により緩衝用折り返し輪部42に網体折り返し部24又は網体交差部23を緩衝具30に係止することができ、構造簡易な緩衝装置が得られる。   In this way, in this embodiment, since the opening / closing hook portion 81 as the locking portion for locking the mesh body folding portion 24 or the mesh body crossing portion 23 is provided in the shock absorber 30, the opening / closing hook portion 81 makes the cushion folding back. The mesh body folding portion 24 or the mesh body intersection 23 can be locked to the shock absorber 30 on the ring portion 42, and a shock absorber with a simple structure can be obtained.

図22は、本発明の実施例4を示し、上記各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。同図に示すように、この例では、1本の前記緩衝用ロープ材40の途中を重合させて緩衝用輪部63を形成し、この緩衝用輪部63に前記網体折り返し部24を挿入係止し、また、前記緩衝用輪部63と前記上横ロープ材11とを前記シャックル45により連結する。 FIG. 22 shows a fourth embodiment of the present invention, in which the same reference numerals are given to the same portions as the above-mentioned embodiments, and detailed description thereof is omitted. As shown in the figure, in this example, one wherein the cushioning is polymerized in the middle of the rope member 40 of forming a buffering ring portion 63, returns Ri said network element folding in the buffering limbus 63 24 In addition, the buffer ring portion 63 and the upper horizontal rope member 11 are connected by the shackle 45.

尚、上横ロープ材11以外でも、下横ロープ材12とワイヤネット21の下側の網体折り返し部24とを連結したり、縦ロープ材52とワイヤネット21の左右一側縁の網体折り返し部24とを連結したりすることができ、この場合、下横ロープ材12と縦ロープ材52が被連結材となる。   In addition to the upper horizontal rope material 11, the lower horizontal rope material 12 and the lower net body folded part 24 of the wire net 21 are connected, or the vertical rope material 52 and the net body on one side edge of the wire net 21. In this case, the lower horizontal rope member 12 and the vertical rope member 52 are connected members.

そして、ワイヤネット21が衝撃力を受け、網体折り返し部24により緩衝用輪部63に所定以上の力が加わると、逆向きの余長部44,44が緩衝具30に対して摩擦摺動し、前記衝撃力を吸収することができると共に、余長部44,44の摩擦摺動により緩衝用輪部63が広がることにより、ワイヤネット21が上横ロープ材11から離れ、ワイヤネット21の変形量が大きくなり、これによっても前記衝撃力を緩和することができる。   When the wire net 21 receives an impact force and a force of a predetermined level or more is applied to the buffering ring portion 63 by the mesh folding portion 24, the surplus length portions 44, 44 in the opposite direction are frictionally slid against the buffer 30. In addition, the impact force can be absorbed, and the buffer ring portion 63 is expanded by the frictional sliding of the extra length portions 44, 44, so that the wire net 21 is separated from the upper horizontal rope member 11, and the wire net 21 The amount of deformation increases, and this can also mitigate the impact force.

このように本実施例では、上記各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 embodiments are obtained.

また、このように本実施例では、緩衝用ロープ材40を重合させて輪部たる緩衝用輪部63を形成し、緩衝用ロープ材40の重合部分を緩衝具30により把持し、緩衝用輪部63により被連結材たる上横ロープ材11と緩衝用折り返し部24又は網体交差部23とを連結したから、網体4に落石などにより衝撃エネルギーが加わると、上横ロープ材11と網体折り返し部24又は網体交差部23に連結した緩衝用輪部63が開く方向の力を受け、これにより緩衝具30が緩衝用ロープ材40に対して摩擦摺動して衝撃エネルギーを吸収し、しかも、緩衝用輪部63が開くことにより網体4の撓み量を大きく取ることができ、衝撃エネルギーの吸収効果を向上することができる。   As described above, in this embodiment, the buffering rope member 40 is superposed to form the buffering ring portion 63 that is a ring portion, and the overlapping portion of the buffering rope member 40 is gripped by the buffering tool 30, Since the upper horizontal rope member 11 and the buffer folded portion 24 or the mesh intersection 23 are connected by the portion 63, when impact energy is applied to the mesh member 4 by falling rocks, the upper horizontal rope member 11 and the mesh are connected. The shock-absorbing ring portion 63 connected to the body folding portion 24 or the mesh body crossing portion 23 receives a force in the opening direction, whereby the shock absorber 30 frictionally slides against the shock-absorbing rope member 40 to absorb impact energy. In addition, when the buffer ring 63 is opened, the amount of bending of the mesh body 4 can be increased, and the impact energy absorption effect can be improved.

また、このように本実施例では、輪部たる緩衝用輪部63に緩衝用折り返し部24又は網体交差部23を挿通したから、緩衝用輪部63に網体折り返し部24又は網体交差部23を挿入することにより緩衝用輪部63に連結することができ、構造簡易な緩衝装置が得られる。   In this way, in this embodiment, the buffer folding portion 24 or the mesh body crossing portion 23 is inserted into the buffering wheel portion 63 that is a ring portion, and therefore the mesh body folding portion 24 or the mesh body intersection is inserted into the buffering wheel portion 63. By inserting the portion 23, it can be connected to the buffering wheel portion 63, and a shock absorber with a simple structure can be obtained.

また、実施例上の効果として、緩衝用輪部63に被連結材たる上横ロープ材11を挿通したから、被結合材への緩衝構造48の取り付けが容易となる。   In addition, as an effect of the embodiment, since the upper horizontal rope member 11 as the member to be connected is inserted into the buffer ring portion 63, the attachment of the buffer structure 48 to the member to be coupled becomes easy.

図23は、本発明の実施例5を示し、上記各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。同図に示すように、中間の支柱3において、前記ワイヤネット21が左右に連続しており、中間の支柱3の後部に多段に位置する網体交差部23に1本の緩衝用ロープ材40を係止する。この緩衝用ロープ材40を上下に並んだ網体交差部23に前記緩衝用ロープ材40を上から下に順番に挿通して係止し、具体的には、緩衝用ロープ材40を、左右一側の網目から前後一側向きに通し、左右他側の網目から前後他側向きに通して網体交差部23に係止し、その緩衝用ロープ材40が網体交差部23に係止した部分が網体係止部61となり、同様に上下に隣合う下の段の網体交差部23に係止し、これを繰り返して全ての網体交差部23に緩衝用ロープ材40を係止し、この緩衝用ロープ材40の上下の端部を上下のピンボルト51に係止して上下逆方向に折り返し、この折り返した被連結材係止部62がピンボルト51に係止し、逆向きにした端部40T,40Tを重合し、この重合部分の端部40T,40Tを前記緩衝具30により把持する。   FIG. 23 shows a fifth embodiment of the present invention. The same reference numerals are given to the same portions as those of the above-described embodiments, and detailed description thereof will be omitted. As shown in the figure, in the intermediate strut 3, the wire net 21 is continuous from side to side, and one buffering rope member 40 is provided at the mesh intersection 23 located in a multi-stage at the rear of the intermediate strut 3. Lock. The buffer rope material 40 is inserted and locked in order from the top to the bottom at the mesh intersection 23 where the buffer rope material 40 is lined up and down. Specifically, the buffer rope material 40 is Passing from one side of the mesh to one side in the front-rear direction, passing from the left and right side mesh to the other side in the front-rear side, and locking to the mesh crossing portion 23, and the buffering rope material 40 is locked to the mesh crossing portion 23 This portion becomes the mesh body locking portion 61, which is similarly locked to the lower-layer mesh intersection portion 23 adjacent to the upper and lower sides, and this is repeated to tie the buffer rope material 40 to all the mesh body intersection portions 23. The upper and lower ends of the buffering rope material 40 are locked to the upper and lower pin bolts 51 and folded back in the reverse direction. The folded connected material locking portion 62 is locked to the pin bolt 51 and is turned in the reverse direction. The end portions 40T and 40T made into a superposition are superposed, and the end portions 40T and 40T of the superposed portions are superposed on the buffer 3 It is gripped by.

そして、緩衝具30から上下に突出した端部40T,40Tが余長部44,44となり、また、この例では、前記緩衝用ロープ材40と一対の緩衝具30,30により緩衝構造48を構成している。   The end portions 40T and 40T projecting up and down from the shock absorber 30 become the extra length portions 44 and 44. In this example, the shock absorber structure 48 is constituted by the buffer rope material 40 and the pair of shock absorbers 30 and 30. is doing.

尚、図23では、緩衝用ロープ材40を、図中で左側の網目から後側から前向きに通し、右側の網目に前側から後側向きに通して網体交差部23に係止している。   In FIG. 23, the buffering rope member 40 is passed forward from the left side mesh in the drawing from the rear side, and passed through the right side mesh from the front side to the rear side to be locked to the mesh body intersection 23. .

そして、中間の支柱3の左右一側でワイヤネット21が衝撃力を受け、網体折り返し部24により緩衝用輪部63に所定以上の力が加わると、逆向きの余長部44,44が緩衝具30に対して摩擦摺動し、前記衝撃力を吸収することができると共に、余長部44,44の摩擦摺動により全体としてループ状をなす緩衝用ロープ材40が広がることにより、ワイヤネット21が衝撃力を受けた方に移動し、ワイヤネット21の変形量が大きくなり、これによっても前記衝撃力を緩和することができる。   When the wire net 21 receives an impact force on the left and right sides of the intermediate support column 3 and a force greater than a predetermined value is applied to the buffering wheel portion 63 by the mesh body turn-back portion 24, the extra length portions 44 and 44 in the opposite direction are formed. The shock absorber 30 can be frictionally slid to absorb the impact force, and the buffer rope material 40 having a loop shape as a whole can be spread by the frictional sliding of the extra length portions 44 and 44. The net 21 moves to the direction receiving the impact force, and the deformation amount of the wire net 21 is increased, whereby the impact force can be reduced.

このように本実施例では、上記各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 embodiments are obtained.

また、このように本実施例では、緩衝用ロープ材40を複数の網体折り返し部24の網目又は複数の網体交差部23の網目に挿通し、緩衝用ロープ材40の両端部を逆向きに折り返し、これら折り返し部分を防護柵1の被連結部たるピンボルト51,51に係止し、それら逆向きの端部40T,40Tを重合し、この重合部分を緩衝具30により把持したから、網体4に落石などにより衝撃エネルギーが加わると、複数の網体折り返し部24の網目又は網体交差部23の網目を挿通した緩衝用ロープ材40に張力が加わり、これにより両端部40T,40Tの重合部分を把持する緩衝具30に対して緩衝用ロープ材40の端部40T,40Tが摩擦摺動して衝撃エネルギーを吸収し、しかも、その緩衝用ロープ材40の摩擦摺動により網体4の撓み量を大きく取ることができ、衝撃エネルギーの吸収効果を向上することができる。 In this way, in this embodiment, the buffering rope member 40 is inserted into the meshes of the plurality of mesh folding parts 24 or the meshes of the plurality of meshing intersections 23 , and both ends of the buffering rope member 40 are reversed. Since these folded portions are locked to pin bolts 51 and 51 which are connected portions of the protective fence 1, the opposite end portions 40T and 40T are superposed, and the superposed portions are gripped by the buffer 30, so that When impact energy is applied to the body 4 due to falling rocks or the like, tension is applied to the buffering rope material 40 inserted through the meshes of the plurality of mesh folding portions 24 or the meshes of the mesh intersections 23, whereby the ends 40T, 40T The end portions 40T, 40T of the buffering rope material 40 frictionally slide against the buffer 30 holding the overlapping portion to absorb impact energy, and the mesh body 4 is absorbed by the frictional sliding of the buffering rope material 40. Can take a large amount of deflection, it is possible to enhance the absorbing effect of the impact energy.

図24は、本発明の実施例6を示し、上記各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。同図に示すように、端末の支柱3の後部に前記縦ロープ材52が縦設されており、1本の緩衝用ロープ材40を上から下に前記縦ロープ材52に巻きつけながら、上下に並んだ網体折り返し部24に前記緩衝用ロープ材40を上から下に順番に挿通して係止し、緩衝用ロープ材40をワイヤネット21の網目に通し、その緩衝用ロープ材40が網体折り返し部24に係止した部分が網体係止部61となり、ワイヤネット21の縁に位置する全ての網体折り返し部24の網目に緩衝用ロープ材40を挿通し、緩衝用ロープ材40の端部が支柱3の上下に延びる上下の余長部44,44となる。 FIG. 24 shows a sixth embodiment of the present invention, in which the same parts as those in the above-described embodiments are denoted by the same reference numerals, and detailed description thereof is omitted. As shown in the figure, the vertical rope member 52 is vertically provided at the rear portion of the support column 3 of the terminal, and while the single rope member 40 is wound around the vertical rope member 52 from the top to the bottom, The buffer rope material 40 is inserted and locked in order from the top to the bottom on the mesh body folded portion 24, and the buffer rope material 40 is passed through the mesh of the wire net 21, and the buffer rope material 40 is The portion locked to the mesh folding part 24 becomes the mesh locking part 61, and the buffering rope material 40 is inserted into the meshes of all the mesh folding parts 24 located at the edge of the wire net 21, and the cushioning rope material The end portions of 40 are upper and lower extra length portions 44 and 44 extending up and down of the column 3.

また、上下の前記ピンボルト51,51に、短い補助ロープ材82,82をそれぞれを連結し、この補助ロープ材82を前記緩衝具30の一方の溝35により把持し、その補助ロープ材82の端部に緩衝具30に係止するストッパ83を設ける。そして、前記緩衝具30の他方の溝35により前記余長部44を把持して前記緩衝用ロープ材40を支柱3の後部に張設する。   Further, short auxiliary rope members 82 and 82 are connected to the upper and lower pin bolts 51 and 51, respectively, and this auxiliary rope member 82 is held by one groove 35 of the shock absorber 30, and the end of the auxiliary rope member 82 is connected. A stopper 83 that locks the shock absorber 30 is provided at the portion. Then, the extra length portion 44 is gripped by the other groove 35 of the shock absorber 30, and the buffer rope material 40 is stretched on the rear portion of the column 3.

尚、縦ロープ材52の代わりに、上,下横ロープ材11,12に緩衝用ロープ材40を巻きながら上下の網体折り返し部24又は網体交差部23に緩衝用ロープ材40を係止するようにしてもよい。   In place of the vertical rope member 52, the buffer rope member 40 is locked to the upper and lower mesh folding parts 24 or the mesh member crossing portion 23 while the buffer rope member 40 is wound around the upper and lower horizontal rope members 11 and 12. You may make it do.

そして、ワイヤネット21が衝撃力を受け、網体折り返し部24により緩衝用ロープ材40に所定以上の力が加わると、上下の余長部44,44の少なくとも一方が緩衝具30,30に対して摩擦摺動し、前記衝撃力を吸収することができると共に、余長部44,44の摩擦摺動により緩衝具30,30間の緩衝用ロープ材40が伸びることにより、ワイヤネット21が縦ロープ材52から離れ、ワイヤネット21の変形量が大きくなり、これによっても前記衝撃力を緩和することができる。   Then, when the wire net 21 receives an impact force and a force of a predetermined level or more is applied to the buffering rope member 40 by the mesh body folding portion 24, at least one of the upper and lower surplus length portions 44, 44 is applied to the buffering tools 30, 30. And the impact force can be absorbed, and the shock absorbing rope member 40 between the shock absorbers 30 and 30 is extended by the frictional sliding of the extra length portions 44 and 44, whereby the wire net 21 is longitudinally moved. The amount of deformation of the wire net 21 is increased away from the rope material 52, and the impact force can be reduced also by this.

このように本実施例では、上記各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 embodiments are obtained.

また、このように本実施例では、緩衝用ロープ材40を複数の網体折り返し部24の網目又は複数の網体交差部23の網目に挿通し、緩衝用ロープ材40の両端部40T,40Tに対応して防護柵1の被連結材たるピンボルト51,51に緩衝具30,30をそれぞれ設け、これら両側の緩衝具30,30により緩衝用ロープ材40の両端部40T,40Tをそれぞれ把持したから、網体4に落石などにより衝撃エネルギーが加わると、複数の網体折り返し部24の網目又は網体交差部23の網目を挿通した緩衝用ロープ材40に張力が加わり、これにより両端部40T,40Tを把持する緩衝具30,30に対して緩衝用ロープ材40,40の端部40T,40Tの少なくとも一方が摩擦摺動して衝撃エネルギーを吸収し、しかも、その緩衝用ロープ材40の摩擦摺動により網体4の撓み量を大きく取ることができ、衝撃エネルギーの吸収効果を向上することができる。 In this way, in this embodiment, the buffer rope material 40 is inserted into the meshes of the plurality of mesh folding portions 24 or the meshes of the mesh crossing portions 23 , and both end portions 40T, 40T of the buffer rope material 40 are inserted. Corresponding to the above, shock absorbers 30, 30 are provided on pin bolts 51, 51, which are connected members of the guard fence 1, respectively, and both end portions 40T, 40T of the shock absorbing rope member 40 are respectively held by the shock absorbers 30, 30 on both sides. Then, when impact energy is applied to the mesh body 4 by falling rocks or the like, tension is applied to the buffer rope material 40 inserted through the mesh of the plurality of mesh folding portions 24 or the mesh of the mesh body intersecting portions 23, thereby both end portions 40T. , 40T, and at least one of the end portions 40T, 40T of the buffer rope members 40, 40 frictionally slides against the shock absorbers 30, 30 to grip the shock energy, and absorbs the impact energy. The frictional sliding of use rope materials 40 can be made larger amount of deflection of the netting 4, it is possible to enhance the absorbing effect of the impact energy.

また、実施例上の効果として、1本の緩衝用ロープ材40に2つの緩衝具30,30を把持したから、緩衝効果が向上する。   Moreover, since the two buffering tools 30 and 30 were hold | gripped in the one buffering rope material 40 as an effect on an Example, a buffering effect improves.

図25は、本発明の実施例7を示し、上記各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。同図に示すように、この例では、間隔をおいて対をなすロープ材として上,下横ロープ材11,12と、2本の緩衝用ロープ材40,40を用い、この緩衝用ロープ材40の一端に連結用輪部84を一体に設け、この連結用輪部84の先端を中央に向けた状態で、緩衝用ロープ材40の端部を前記シャックル45に挿通し、端部の余長部44を中央側に向け、これにより緩衝用ロープ材40の折り返し部40Kはシャックル45に係止した状態となる。そして、緩衝用ロープ材40とシャックル45の2組を用い、一方のシャックル45を上横ロープ材11に連結し、他方のシャックル45を下横ロープ材12に連結し、一方と他方の緩衝用ロープ材40,40の余長部44,44を中間で重合し、この重合部分でロープ材40,40を前記緩衝具30により把持する。   FIG. 25 shows a seventh embodiment of the present invention. The same reference numerals are given to the same portions as those of the above-described embodiments, and detailed description thereof will be omitted. As shown in the figure, in this example, upper and lower lateral rope members 11 and 12 and two buffer rope members 40 and 40 are used as a pair of rope members that are spaced apart from each other. The connecting ring portion 84 is integrally provided at one end of the connecting portion 40, and the end portion of the buffering rope member 40 is inserted into the shackle 45 with the tip end of the connecting ring portion 84 directed toward the center. The long portion 44 is directed toward the center side, whereby the folded portion 40K of the buffering rope material 40 is locked to the shackle 45. Then, two sets of the buffer rope material 40 and the shackle 45 are used, one shackle 45 is connected to the upper horizontal rope material 11, the other shackle 45 is connected to the lower horizontal rope material 12, and one and the other buffer are used. The extra length portions 44 and 44 of the rope members 40 and 40 are polymerized in the middle, and the rope members 40 and 40 are gripped by the cushioning tool 30 at this overlapping portion.

そして、一対の前記緩衝用ロープ材40,40と一対の緩衝具30,30と一対の輪体84,84により緩衝構造48を構成している。   A buffer structure 48 is constituted by the pair of buffering rope members 40, 40, the pair of buffering tools 30, 30 and the pair of ring bodies 84, 84.

尚、間隔をおいて対を成すロープ材として、支柱3,3に設けた縦ロープ材52,52を用いてもよく、両方の縦ロープ材52,52にシャックル45,45の組を多段に設けてもよく、こうすると支柱3,3間に一組の緩衝用ロープ材40,40が横ロープ材として上下横ロープ材11,12間に多段に設けられる。   Note that the rope members 52 and 52 provided on the support columns 3 and 3 may be used as the rope members that form a pair at intervals, and a set of shackles 45 and 45 is arranged in multiple stages on both the rope members 52 and 52. In this case, a pair of cushioning rope members 40, 40 are provided between the upper and lower horizontal rope members 11, 12 as a horizontal rope member between the support columns 3, 3.

そして、ワイヤネット21が衝撃力を受け、網体折り返し部24により緩衝用ロープ材40の輪体84を中央側に引っ張る力が加わると、上下の余長部44,44の少なくとも一方が外側に移動することにより緩衝具30,30に対して摩擦摺動し、前記衝撃力を吸収することができると共に、余長部44,44の摩擦摺動により緩衝具30,30間の緩衝用ロープ材40が伸びることにより、ワイヤネット21が上,下横ロープ材11,12から離れ、ワイヤネット21の変形量が大きくなり、これによっても前記衝撃力を緩和することができる。   When the wire net 21 receives an impact force and a force for pulling the ring body 84 of the buffering rope member 40 toward the center is applied by the mesh folding portion 24, at least one of the upper and lower surplus length portions 44, 44 is moved outward. By moving, it can frictionally slide against the shock absorbers 30 and 30 to absorb the impact force, and the shock absorbing rope material between the shock absorbers 30 and 30 by the frictional sliding of the extra length portions 44 and 44. By extending 40, the wire net 21 is separated from the upper and lower horizontal rope members 11 and 12, and the deformation amount of the wire net 21 is increased, thereby also reducing the impact force.

このように本実施例では、上記各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 embodiments are obtained.

また、このように本実施例では、被連結材が防護柵1に設けた対をなす連結用ロープ材であり、対をなす連結用ロープ材である上,下横ロープ材11,12を間隔をおいて配置し、それら一方及び他方の連結用ロープ材である対をなす上,下横ロープ材11,12に、先端側を折り返した緩衝用ロープ材40の折り返し部40Kをそれぞれ移動可能に係止し、先端側の連結用輪部84に網体折り返し部24又は網体交差部23を連結し、緩衝用ロープ材40の他側に余長部44を設け、一方及び他方の緩衝用ロープ材40,40の余長部44,44を重合し、この重合部分を緩衝具30により把持したから、網体に落石などにより衝撃エネルギーが加わると、複数の網体折り返し部24又は網体交差部23を連結した緩衝用ロープ材40の先端側の連結用輪部84に一側向きの張力が加わり、これにより余長部44を一側と逆向きに引っ張る張力が発生し、緩衝具30に対して余長部44が摩擦摺動して衝撃エネルギーを吸収し、しかも、緩衝用ロープ材40の摩擦摺動により網体4の撓み量を大きく取ることができ、衝撃エネルギーの吸収効果を向上することができる。 As described above, in this embodiment, the connected material is a pair of connecting rope members provided on the protective fence 1, and the paired connecting rope members are spaced apart from each other by the lower horizontal rope members 11 and 12. The upper and lower horizontal rope members 11 and 12 are paired as one and the other connecting rope member, and the folded portion 40K of the buffer rope member 40 whose tip side is folded is movable. The mesh body folding portion 24 or the mesh body crossing portion 23 is coupled to the coupling ring portion 84 on the distal end side, and an extra length portion 44 is provided on the other side of the buffering rope member 40, and one and the other buffer Since the surplus length portions 44 and 44 of the rope members 40 and 40 are superposed and the superposed portions are gripped by the shock absorber 30, when impact energy is applied to the net by falling rocks or the like, a plurality of net folding parts 24 or nets The tip of the buffer rope material 40 connecting the intersections 23 One side-direction tension is applied to the connecting ring portion 84 on the side, thereby generating a tension that pulls the surplus length portion 44 in the direction opposite to the one side, and the surplus length portion 44 frictionally slides against the shock absorber 30. In addition, the impact energy can be absorbed, and the amount of flexure of the mesh body 4 can be increased by the frictional sliding of the buffering rope member 40, so that the impact energy absorption effect can be improved.

また、実施例上の効果として、緩衝用ロープ材40の先端側に連結用輪部84を設けたから、網体折り返し部24又は網体交差部23との連結を挿入により簡便に行うことができる。   Further, as an effect of the embodiment, since the connecting ring portion 84 is provided on the distal end side of the buffering rope member 40, the connection with the mesh body folding portion 24 or the mesh body intersection portion 23 can be easily performed by insertion. .

図26は、本発明の実施例8を示し、上記各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。同図に示すように、この例のワイヤネット21は、斜め線材22,22の網体交差部23には、交差連結線材91,92が設けられ、一方の交差連結線材91の両端側を、一方の斜め線材22の交差部23を挟む両側にコイル状に巻き付けた固定部91K,91Kを形成し、これら固定部91K,91Kは交差連結線材91の中央部91Cにより連結されており、また、他方の交差連結線材92の両端側を、他方の斜め線材22の交点を挟む両側にコイル状に巻き付けた固定部92K,92Kを形成し、これら固定部92K,92Kは交差連結線材92の中央部92Cにより連結されており、交差箇所を移動しようとする力が加わると、それら交点連結線材91,92が対抗する。   FIG. 26 shows an eighth embodiment of the present invention. The same reference numerals are given to the same portions as those of the above-described embodiments, and detailed description thereof will be omitted. As shown in the figure, the wire net 21 of this example is provided with cross connecting wires 91 and 92 at the crossing portion 23 of the oblique wires 22 and 22, and both ends of one cross connecting wire 91 are connected to each other. Fixing portions 91K and 91K wound in a coil shape are formed on both sides of the crossing portion 23 of one diagonal wire 22 and these fixing portions 91K and 91K are connected by a central portion 91C of the cross connecting wire 91. Fixing portions 92K and 92K are formed by winding both ends of the other cross-connecting wire 92 in a coil shape on both sides sandwiching the intersection of the other oblique wire 22, and these fixing portions 92K and 92K are the central portions of the cross-connecting wire 92. If the force which is connected by 92C and is going to move an intersection location is added, these intersection connection wire materials 91 and 92 will oppose.

このように本実施例では、上記各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 embodiments are obtained.

また、このようにワイヤネット21の網体交差部23の連結構造は各種のタイプのものを用いることができる。   In addition, various types of connection structures can be used for the connecting portion 23 of the wire net 21 in this way.

尚、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、網体は各種形状のものを用いることができる。また、実施例では、断面円形の支柱を例示したが、断面角型でもよい。さらに、上,下縁ロープ材に網体を移動可能に連結する着脱連結手段は、シャックルに限らず、ロープ材などを挿通する輪を有するものであれば各種のものを用いることができる。また、実施例ではロープ材として鋼製のものを用いたが、これ以外でも合成樹脂製のものなどを用いることができる。さらに、中間の支柱の数は2本以上でもよい。また、ストッパを図示しなかった実施例においても、緩衝用ロープ材の端部にストッパを設けることができる。さらに、本発明に用いるロープ材はいずれも可撓性を有する。また、実施例では、被連結材の例として、上,下横ロープ材と縦ロープ材を示したが、支柱の上下を連結する硬質材料からなる上,下横杆を、上,下ロープ材の代わりに被連結材としたり、支柱に縦設した硬質材料からなる縦杆を、縦ロープ材の代わりに被連結材としたりしてもよい。また、ワイヤネットに、これより網目が小さく、線材が細い補助網を重ねてもよい。   In addition, this invention is not limited to the said Example, A various deformation | transformation implementation is possible. For example, the net body can have various shapes. Moreover, although the cross-section support | pillar was illustrated in the Example, square cross section may be sufficient. Further, the detachable connecting means for movably connecting the net body to the upper and lower edge rope members is not limited to the shackle, and various devices can be used as long as they have a ring through which the rope member or the like is inserted. Further, in the examples, the rope material is made of steel, but other than that, synthetic resin or the like can be used. Further, the number of intermediate struts may be two or more. Also in the embodiment in which the stopper is not shown, the stopper can be provided at the end of the buffer rope material. Furthermore, any rope material used in the present invention has flexibility. In the embodiment, the upper and lower horizontal rope members and the vertical rope member are shown as examples of the members to be connected. However, the upper and lower rope members are made of a hard material that connects the upper and lower sides of the column, and the upper and lower rope members. Alternatively, a connected material may be used, or a vertical rod made of a hard material provided vertically on the support may be used instead of the vertical rope material. Further, an auxiliary net having a smaller mesh and a thinner wire may be superimposed on the wire net.

1 防護柵
2 コンクリート基礎(設置場所)
3 支柱
4 網体
11 上横ロープ材(被連結材)
12 下横ロープ材(被連結材)
21 ワイヤネット
22 斜め線材
23 網体交差部
24 網体折り返し部
30 緩衝具
40 緩衝用ロープ材
40T 端部
41 緩衝用折り返し部
42 緩衝用折り返し輪部
43 ストッパ
45 シャックル(着脱連結手段)
51 ピンボルト(被連結材)
52 縦ロープ材(被連結材)
63 緩衝用輪部(輪部)
81 開閉フック部(係止部)
1 Guard fence 2 Concrete foundation (installation location)
3 Prop 4 Net 11 Upper side rope material (connected material)
12 Lower horizontal rope material (connected material)
21 Wire net 22 Diagonal wire 23 Net body intersection 24 Net body folding part 30 Shock absorber 40 Buffering rope material 40T End 41 Buffer folding part 42 Buffer folding ring part 43 Stopper 45 Shackle (detachable connecting means)
51 pin bolt (connected material)
52 Vertical rope material (connected material)
63 Ring for cushioning (ring)
81 Opening / closing hook part (locking part)

Claims (11)

間隔をおいて立設した支柱と、前記支柱間に設けた網体と、緩衝用ロープ材を把持した緩衝具とを備えた防護柵に用いられ、
前記網体は、縁部に線材を折り返した網体折り返し部と前記線材が交差する網体交差部とを有し、前記緩衝用ロープ材と前記緩衝具を用いることにより、前記網体折り返し部又は網体交差部を、前記網体以外の前記防護柵に設けた被連結材に連結し、前記網体の移動により前記緩衝具に対し前記緩衝用ロープ材が摺動して前記網体に加わる衝撃力を吸収する網体用緩衝装置であって、
前記緩衝用ロープ材を折り返した緩衝用折り返し部の端部を前記緩衝具により把持して緩衝用折り返し輪部を形成し、この緩衝用折り返し輪部を前記被連結材に連結し、前記緩衝用折り返し輪部に前記網体折り返し部又は前記網体交差部を係止したことを特徴とする防護柵の網体用緩衝装置。
A post erected at an interval, and a network element provided between the struts used in the proof Mamorusaku that includes a gripping buffer rope material bumper,
The mesh body has a mesh body folded portion obtained by folding a wire material at an edge portion and a mesh body intersecting portion where the wire material intersects, and the mesh body folded portion is formed by using the buffering rope material and the buffer. or netting intersection, and connected to the connecting member which is provided on the protection barrier outside the network element, the network element before SL network member the cushioning rope materials to the bumper by the movement of slides a network-body dampener you absorb the impact force applied to,
An end portion of the buffer folded portion that is folded back from the buffer rope material is gripped by the cushioning device to form a buffer folded ring portion, and this buffer folded ring portion is connected to the connected material, the network element folded portion or the mesh member for a shock absorber of anti Mamorusaku you characterized in that locked the network element crossing portion to the folded limbus.
前記緩衝用折り返し輪部に前記網体折り返し部又は前記網体交差部を挿入して係止したことを特徴とする請求項記載の防護柵の網体用緩衝装置。 Wherein said network element folded portion or fences of mesh member for cushioning device according to claim 1, wherein the locked by inserting the network element crossing portion in a buffer flaps limbus. 前記緩衝具に前記網体折り返し部又は前記網体交差部を係止する係止部を設けたことを特徴とする請求項記載の防護柵の網体用緩衝装置。 Said bumper to said network element folded portion or said network element intersection fences of the mesh member for a shock absorber according to claim 1, characterized in that a locking portion for locking the. 間隔をおいて立設した支柱と、前記支柱間に設けた網体と、緩衝用ロープ材を把持した緩衝具とを備えた防護柵に用いられ、
前記網体は、縁部に線材を折り返した網体折り返し部と前記線材が交差する網体交差部とを有し、前記緩衝用ロープ材と前記緩衝具を用いることにより、前記網体折り返し部又は網体交差部を、前記網体以外の前記防護柵に設けた被連結材に連結し、前記網体の移動により前記緩衝具に対し前記緩衝用ロープ材が摺動して前記網体に加わる衝撃力を吸収する網体用緩衝装置であって、
前記緩衝用ロープ材を重合させて輪部を形成し、前記緩衝用ロープ材の前記重合部分を前記緩衝具により把持し、前記輪部により前記被連結材と前記緩衝用折り返し部又は網体交差部とを連結したことを特徴とする防護柵の網体用緩衝装置。
It is used for a protective fence provided with struts erected at intervals, a net provided between the struts, and a shock absorber gripping a buffer rope material,
The mesh body has a mesh body folded portion obtained by folding a wire material at an edge portion and a mesh body intersecting portion where the wire material intersects, and the mesh body folded portion is formed by using the buffering rope material and the buffer. Alternatively, the mesh body intersection is connected to a coupled material provided on the guard fence other than the mesh body, and the buffer rope material slides relative to the shock absorber due to the movement of the mesh body to the mesh body. A shock absorber for a net that absorbs the applied impact force,
The buffer rope material is polymerized to form a ring portion, the overlapped portion of the buffer rope material is gripped by the buffer, and the connected material and the buffer folded portion or net crossing are held by the ring portion. mesh member buffer device explosion Mamorusaku it characterized in that connecting the parts.
前記輪部に前記緩衝用折り返し部又は網体交差部を挿通したことを特徴とする請求項記載の防護柵の網体用緩衝装置。 5. The shock absorber for a fence body according to claim 4 , wherein the buffer folded portion or the mesh body intersection is inserted into the ring portion. 間隔をおいて立設した支柱と、前記支柱間に設けた網体と、緩衝用ロープ材を把持した緩衝具とを備えた防護柵に用いられ、
前記網体は、縁部に線材を折り返した網体折り返し部と前記線材が交差する網体交差部とを有し、前記緩衝用ロープ材と前記緩衝具を用いることにより、前記網体折り返し部又は網体交差部を、前記網体以外の前記防護柵に設けた被連結材に連結し、前記網体の移動により前記緩衝具に対し前記緩衝用ロープ材が摺動して前記網体に加わる衝撃力を吸収する網体用緩衝装置であって、
前記緩衝用ロープ材を複数の前記網体折り返し部の網目又は複数の網体交差部の網目に挿通し、前記緩衝用ロープ材の両端部を逆向きに折り返し、これら折り返し部分を防護柵の被連結部に係止し、それら逆向きの端部を重合し、この重合部分を前記緩衝具により把持したことを特徴とする防護柵の網体用緩衝装置。
It is used for a protective fence provided with struts erected at intervals, a net provided between the struts, and a shock absorber gripping a buffer rope material,
The mesh body has a mesh body folded portion obtained by folding a wire material at an edge portion and a mesh body intersecting portion where the wire material intersects, and the mesh body folded portion is formed by using the buffering rope material and the buffer. Alternatively, the mesh body intersection is connected to a coupled material provided on the guard fence other than the mesh body, and the buffer rope material slides relative to the shock absorber due to the movement of the mesh body to the mesh body. A shock absorber for a net that absorbs the applied impact force,
The cushioning rope material is inserted into the meshes of the plurality of mesh folding parts or the meshes of the mesh crossing parts, both ends of the cushioning rope material are folded in the opposite direction, and these folded parts are covered with the protective fence. engaged to the connecting portion, and polymerizing the end thereof opposite, network-body cushioning device fences, characterized in that the overlapping portion is gripped by the bumper.
間隔をおいて立設した支柱と、前記支柱間に設けた網体と、緩衝用ロープ材を把持した緩衝具とを備えた防護柵に用いられ、
前記網体は、縁部に線材を折り返した網体折り返し部と前記線材が交差する網体交差部とを有し、前記緩衝用ロープ材と前記緩衝具を用いることにより、前記網体折り返し部又は網体交差部を、前記網体以外の前記防護柵に設けた被連結材に連結し、前記網体の移動により前記緩衝具に対し前記緩衝用ロープ材が摺動して前記網体に加わる衝撃力を吸収する網体用緩衝装置であって、
前記緩衝用ロープ材を複数の前記網体折り返し部の網目又は複数の網体交差部の網目に挿通し、前記緩衝用ロープ材の両端部に対応して前記防護柵の被連結材に前記緩衝具をそれぞれ設け、これら両側の緩衝具により前記緩衝用ロープ材の両端部をそれぞれ把持したことを特徴とする防護柵の網体用緩衝装置。
It is used for a protective fence provided with struts erected at intervals, a net provided between the struts, and a shock absorber gripping a buffer rope material,
The mesh body has a mesh body folded portion obtained by folding a wire material at an edge portion and a mesh body intersecting portion where the wire material intersects, and the mesh body folded portion is formed by using the buffering rope material and the buffer. Alternatively, the mesh body intersection is connected to a coupled material provided on the guard fence other than the mesh body, and the buffer rope material slides relative to the shock absorber due to the movement of the mesh body to the mesh body. A shock absorber for a net that absorbs the applied impact force,
The buffer rope material is inserted into the meshes of the plurality of mesh folding parts or the meshes of the mesh crossing parts , and the buffer material is connected to the connecting material of the protective fence corresponding to both ends of the buffer rope material. A shock-absorbing device for a protection fence net, wherein the shock-absorbing rope members are respectively gripped at both ends of the shock-absorbing rope material by the shock-absorbing tools on both sides.
間隔をおいて立設した支柱と、前記支柱間に設けた網体と、緩衝用ロープ材を把持した緩衝具とを備えた防護柵に用いられ、
前記網体は、縁部に線材を折り返した網体折り返し部と前記線材が交差する網体交差部とを有し、前記緩衝用ロープ材と前記緩衝具を用いることにより、前記網体折り返し部又は網体交差部を、前記網体以外の前記防護柵に設けた被連結材に連結し、前記網体の移動により前記緩衝具に対し前記緩衝用ロープ材が摺動して前記網体に加わる衝撃力を吸収する網体用緩衝装置であって、
前記被連結材が前記防護柵に設けた対をなす連結用ロープ材であり、前記対をなす連結用ロープ材を間隔をおいて配置し、それら対をなす一方及び他方の連結用ロープ材に、先端側を折り返した緩衝用ロープ材の折り返し部をそれぞれ移動可能に係止し、前記先端側に前記網体折り返し部又は前記網体交差部を連結し、前記緩衝用ロープ材の他側に余長部を設け、前記一方及び他方の緩衝用ロープ材の前記余長部を重合し、この重合部分を前記緩衝具により把持したことを特徴とする防護柵の網体用緩衝装置。
It is used for a protective fence provided with struts erected at intervals, a net provided between the struts, and a shock absorber gripping a buffer rope material,
The mesh body has a mesh body folded portion obtained by folding a wire material at an edge portion and a mesh body intersecting portion where the wire material intersects, and the mesh body folded portion is formed by using the buffering rope material and the buffer. Alternatively, the mesh body intersection is connected to a coupled material provided on the guard fence other than the mesh body, and the buffer rope material slides relative to the shock absorber due to the movement of the mesh body to the mesh body. A shock absorber for a net that absorbs the applied impact force,
The connecting material is a pair of connecting rope members provided on the protective fence, the connecting rope members forming the pair are arranged at intervals, and one and the other connecting rope members forming the pair are connected to each other. , The folded portion of the buffering rope material folded back at the distal end side is movably locked, the mesh folded portion or the mesh intersecting portion is connected to the distal end side, and the other side of the cushioning rope material is connected the extra length portion is provided, the one and the other of the extra length portion of the shock-absorbing rope materials to the polymer, mesh member buffer device explosion Mamorusaku you, characterized in that the overlapping portion is gripped by the bumper.
前記被連結材が前記防護柵に設けた連結用ロープ材であることを特徴とする請求項1〜記載の防護柵の網体用緩衝装置。 The safety barrier of the mesh member for a shock absorber according to claim 1 to 5, wherein the the connected member is a linking rope material provided to the safety barrier. 前記連結用ロープ材が、前記支柱間に設けた横ロープ材であることを特徴とする請求項又は記載の防護柵の網体用緩衝装置。 The shock absorber for a fence body according to claim 8 or 9, wherein the connecting rope material is a horizontal rope material provided between the columns. 前記緩衝用ロープ材の端部に前記緩衝具に係止するストッパを設けたことを特徴とする請求項1〜10のいずれか1項に記載の防護柵の網体用緩衝装置。 Protective fence mesh member for absorbing device according to any one of claims 1 to 10, characterized in that a stopper for engaging in the bumper to the end of the buffer rope material.
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PCT/JP2010/071065 WO2011065448A1 (en) 2009-11-26 2010-11-25 Shock absorbing device for netted body for protective fence
US13/055,074 US20110297907A1 (en) 2009-11-26 2010-11-25 Shock-absorbing device for net body of guard fence

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