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JP4188998B2 - Shock absorbing fence - Google Patents

Shock absorbing fence Download PDF

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Publication number
JP4188998B2
JP4188998B2 JP2006352376A JP2006352376A JP4188998B2 JP 4188998 B2 JP4188998 B2 JP 4188998B2 JP 2006352376 A JP2006352376 A JP 2006352376A JP 2006352376 A JP2006352376 A JP 2006352376A JP 4188998 B2 JP4188998 B2 JP 4188998B2
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Prior art keywords
fence
rope
shock
absorbing
net
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JP2008163596A (en
Inventor
利充 野村
昭一 井上
陽一 西田
智弘 藤井
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Protec Engineering Inc
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Protec Engineering Inc
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Priority to JP2006352376A priority Critical patent/JP4188998B2/en
Priority to KR1020070009168A priority patent/KR101351936B1/en
Priority to TW096130210A priority patent/TWI417440B/en
Priority to PCT/JP2007/000962 priority patent/WO2008081557A1/en
Publication of JP2008163596A publication Critical patent/JP2008163596A/en
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F27/00Mixers with rotary stirring devices in fixed receptacles; Kneaders
    • B01F27/80Mixers with rotary stirring devices in fixed receptacles; Kneaders with stirrers rotating about a substantially vertical axis
    • B01F27/808Mixers with rotary stirring devices in fixed receptacles; Kneaders with stirrers rotating about a substantially vertical axis with stirrers driven from the bottom of the receptacle
    • 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
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F23/00Mixing according to the phases to be mixed, e.g. dispersing or emulsifying
    • B01F23/40Mixing liquids with liquids; Emulsifying
    • B01F23/41Emulsifying
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F23/00Mixing according to the phases to be mixed, e.g. dispersing or emulsifying
    • B01F23/40Mixing liquids with liquids; Emulsifying
    • B01F23/43Mixing liquids with liquids; Emulsifying using driven stirrers
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F2101/00Mixing characterised by the nature of the mixed materials or by the application field
    • B01F2101/21Mixing of ingredients for cosmetic or perfume compositions
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F2101/00Mixing characterised by the nature of the mixed materials or by the application field
    • B01F2101/22Mixing of ingredients for pharmaceutical or medical compositions
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F2101/00Mixing characterised by the nature of the mixed materials or by the application field
    • B01F2101/30Mixing paints or paint ingredients, e.g. pigments, dyes, colours, lacquers or enamel

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  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Description

本発明は、落石や雪崩等の落下物の保有する衝撃エネルギーを減衰させ、停止させる衝撃吸収防護柵に関するものである。   The present invention relates to an impact-absorbing protective fence that attenuates and stops impact energy held by falling objects such as falling rocks and avalanches.

落石や雪崩等の落下物から道路や民家等を防護するために、斜面上にその衝撃を吸収するための衝撃吸収防護柵を設置している。これらの防護柵としては、斜面に所定の間隔を隔てて立設した支柱間に、ワイヤーや金網等の防護ネットを水平に張設したものが知られている。
特許第3390132号公報
In order to protect roads and private houses from falling objects such as falling rocks and avalanches, a shock-absorbing protective fence is installed on the slope to absorb the impact. As these protective fences, a fence in which a protective net such as a wire or a wire mesh is horizontally stretched between support columns erected on a slope at a predetermined interval is known.
Japanese Patent No. 3390132

しかし、従来の衝撃吸収防護柵には、次のような問題点があった。
<1>支柱の間隔を大きくすると、施工コストは安くなるが、支柱間の中央部で防護ネットが弛んでしまい柵高不足となってしまう。
<2>支柱間に水平に防護ネットを張設するため、支柱間の地山が隆起している場合には、隆起部で柵高不足となってしまう。
<3>支柱間に水平に防護ネットを張設するため、支柱間の地山が陥没している場合、地面と防護ネットとの間に隙間ができてしまい、落石等が隙間を通過してしまう可能性がある。
<4>上記<2>、<3>を解消するためには、地形に合わせて支柱を立設する必要があるため、支柱の本数が増え、施工コストが高くなってしまう。
<5>落石等が衝突すると防護ネットの上下がネット中央へ接近するように撓み、防護ネットの縦幅が減少する。そのため、次の落石が落下してくると防護ネットの上側又は下側を通過してしまうことがある。
However, the conventional shock absorbing guard fence has the following problems.
<1> If the interval between the columns is increased, the construction cost is reduced, but the protective net is loosened at the center between the columns, resulting in insufficient fence height.
<2> Since the protective net is stretched horizontally between the columns, when the ground between the columns is raised, the height of the fence becomes insufficient at the raised portion.
<3> Since the protective net is stretched horizontally between the columns, if the ground between the columns is depressed, there will be a gap between the ground and the protective net, and falling rocks will pass through the gap. There is a possibility.
<4> In order to eliminate the above <2> and <3>, it is necessary to erect support columns according to the terrain, so the number of columns increases and the construction cost increases.
<5> When falling rocks or the like collide, the upper and lower sides of the protective net are bent so as to approach the center of the net, and the vertical width of the protective net decreases. Therefore, when the next falling rock falls, it may pass above or below the protective net.

本発明は以上の問題点を解決するためになされたもので、その目的とするところは、柵高を確保できると共に、衝撃エネルギーの減衰効率の大きく、簡単な構造の衝撃吸収防護柵を提供することにある。   The present invention has been made to solve the above-described problems, and an object of the present invention is to provide a shock-absorbing protective fence having a simple structure that can secure a fence height and has a large impact energy attenuation efficiency. There is.

上記目的を達成するためになされた本願の第1発明は、所定の間隔を隔てて立設した支柱間に、ロープ材と網材とからなる防護ネットを張設した衝撃吸収防護柵において、柵高保持材を前記ロープ材に係止すると共に前記網材に連結して、前記防護ネット縦断方向に沿って掛止し、衝撃力が作用したときに、前記柵高保持材が少なくとも前記ロープ材から離脱することを特徴とするものである。
本願の第発明は、前記した第1発明において、前記柵高保持材は、衝撃力が作用したときに、長さ方向に折曲可能であることを特徴とするものである。
本願の第発明は、前記した第1または第2明において、前記防護ネットは、隣り合う支柱の上下間に渡した複数のロープ材と、前記ロープ材間に張設した網材と、により構成したことを特徴とするものである。
本願の第発明は、前記した第発明において、前記支柱と前記ロープ材との交差部又は、隣り合う両支柱から渡設されたロープ材を支柱間で重合した重合部に緩衝具を設け、前記ロープ材を把持したことを特徴とするものである。
本願の第発明は、前記した第または第発明において、前記支柱は中空状であり、前記支柱の下部にてアンカーにより定着した支柱ロープ材を前記支柱に挿通し、前記支柱の上端部に設けた緩衝具により前記支柱ロープ材を把持したことを特徴とするものである。
本願の第発明は、前記した第乃至第発明のいずれかにおいて、前記柵高保持材の少なくとも一部を前記網材に連結すると共に、両端部を前記ロープ材に係止し、衝撃力が作用したときに前記柵高保持材が前記ロープ材から離脱することを特徴とするものである。
本願の第発明は、前記した第1乃至第発明のいずれかにおいて、前記柵高保持材により、隣り合う支柱の上端を結んだ線又は下端を結んだ線より外方に、防護ネットの拡張部を形成したことを特徴とするものである。
本願の第発明は、前記した第1乃至第発明のいずれかにおいて、前記柵高保持材の長さは、前記支柱と同じか、それよりも長いことを特徴とするものである。
本願の第発明は、前記した第1乃至第発明のいずれかにおいて、前記柵高保持材は長さ調整可能であることを特徴とするものである。
The first aspect of the present invention has been made in order to achieve the above object, between upright struts which at intervals of Jo Tokoro, the shock absorbing safety barrier stretched over the guard net consisting of a rope materials and mesh material, the fence height mounting member coupled to said network member while locking the rope materials, hooked along the longitudinal direction in the protective net, when an impact force is applied, the fence height holding material at least the It is characterized by detaching from the rope material.
The second aspect of the present invention is the first shot bright described above, the fence height retaining material, when an impact force is applied, is characterized in that it is bendable in the longitudinal direction.
The of the present 3 invention, the first or second shot Oite bright described above, the protective net, a plurality of rope materials passed between the upper and lower adjacent struts, mesh material that is stretched between the rope member It is characterized by comprising.
According to a fourth invention of the present application, in the above-described third invention, a shock absorber is provided in an overlapping portion in which the rope material provided from the crossing portion of the strut and the rope material or from both adjacent struts is superposed between the struts. The rope material is gripped.
According to a fifth invention of the present application, in the third or fourth invention described above, the strut is hollow, and a strut rope member fixed by an anchor at a lower portion of the strut is inserted into the strut, and an upper end portion of the strut The support rope material is gripped by a shock absorber provided on the head.
According to a sixth invention of the present application, in any one of the third to fifth inventions described above, at least a part of the fence height holding member is connected to the mesh member, and both ends are locked to the rope member, and an impact is made. When the force is applied, the fence height holding member is separated from the rope member.
According to a seventh invention of the present application, in any one of the first to sixth inventions described above, the fence height holding member causes the protective net to be placed outward from a line connecting the upper ends of adjacent struts or a line connecting the lower ends. It is characterized in that an extended portion is formed.
The eighth invention of the present application is characterized in that, in any one of the first to seventh inventions described above, the length of the fence height holding member is the same as or longer than that of the support column.
A ninth invention of the present application is characterized in that, in any one of the first to eighth inventions, the length of the fence height holding material is adjustable.

本発明は、上記した課題を解決するための手段により、次のような効果の少なくとも一つを得ることができる。
<1>支柱の上下間に渡したロープ材と、ロープ材間に張設する網材からなる、簡易な構造の防護柵であるため、施工が容易であり、低コストとなる。
<2>支柱間に柵高保持材を配置するため、支柱間の中間部での防護ネットの弛みを防止し、柵高を確保することができる。
<3>落石等の衝撃時には、柵高保持材の移動、柵高保持材のロープ材からの離脱及び柵高保持材の折曲により衝撃エネルギーを吸収するため、衝撃エネルギーの減衰効率が大きくなる。
<4>落石等の衝撃時には柵高保持材がロープ材の摺動を拘束することなく離脱するため、防護柵本来の機能を損ねない。
<5>柵高保持材は長さ方向に折曲して落石等を包み込み、落石等が防護ネットからこぼれ落ちることを防止できる。
<6>柵高保持材はアンカー等を打設することなく、防護ネットに係止するものであるため、容易に施工できる。
<7>支柱よりも長い柵高保持材を用いて拡張部を形成するため、支柱間に水平に防護ネットを張設する場合に比べて、落石等を受け止める受撃面積を大きくすることができる。
<8>受撃面積を大きくするため、落石等により防護ネットが撓み変形した後でも防護ネットの縦幅が確保され、次に落石等が落下してきた際に、防護ネットの上側又は下側を通過してしまうことがない。
<9>支柱よりも長い柵高保持材を用いて拡張部を形成するため、防護ネットが弛んだ際でも、柵高が確保される。
<10>支柱よりも長い柵高保持材を用いて拡張部を形成するため、支柱間の地形の起伏に合わせて防護ネットを形成することができる。
The present invention can obtain at least one of the following effects by means for solving the above-described problems.
<1> Since it is a protective fence with a simple structure consisting of a rope member passed between the upper and lower sides of the support and a net member stretched between the rope members, the construction is easy and the cost is low.
<2> Since the fence height holding material is disposed between the support columns, it is possible to prevent the protection net from slacking at the intermediate portion between the support columns and to secure the fence height.
<3> At the time of impact such as falling rocks, the impact energy is absorbed by the movement of the fence height retaining material, the separation of the fence height retaining material from the rope material and the bending of the fence height retaining material, so the impact energy attenuation efficiency increases. .
<4> Since the fence height retaining material is released without restraining the sliding of the rope material at the time of impact such as falling rocks, the original function of the protective fence is not impaired.
<5> The fence height holding material can be bent in the length direction to wrap rock fall and the like, and can prevent the rock fall and the like from falling from the protective net.
<6> Since the fence height retaining material is locked to the protective net without placing an anchor or the like, it can be easily constructed.
<7> Since the extended portion is formed using a fence height holding material that is longer than the support column, it is possible to increase the receiving area for receiving falling rocks, etc., compared to the case where a protective net is stretched horizontally between the support columns. .
<8> In order to increase the impact area, the vertical width of the protective net is secured even after the protective net is bent and deformed due to falling rocks, etc. When the falling rocks fall next, the upper or lower side of the protective net There is no passing through.
<9> Since the extended portion is formed using a fence height holding material longer than the support pillar, the fence height is secured even when the protective net is slack.
<10> Since the extended portion is formed using the fence height holding material longer than the support pillar, the protection net can be formed in accordance with the undulation of the topography between the support pillars.

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

(1)衝撃吸収防護柵の構成
本発明の衝撃吸収防護柵は、図1に示すように、所定の間隔を隔てて立設した支柱10と、支柱10間に張設する防護ネット20、及び防護ネット20を縦断する方向に配設する柵高保持材30からなる。
以下、各構成部品について詳述する。
(1) Configuration of Shock Absorbing Guard Fence As shown in FIG. 1, the shock absorbing guard fence of the present invention includes a column 10 that is erected at a predetermined interval, a protective net 20 that is stretched between the columns 10, and It consists of the fence height holding material 30 arrange | positioned in the direction which cuts the protection net | network 20 vertically.
Hereinafter, each component will be described in detail.

(2)支柱
図1及び図2は、本発明の第1実施例であり、支柱10を傾倒式とし、複数本のパイプ状の支柱10を所定の間隔をおいて斜面40に立設する。各支柱10内には、下部をアンカーにより斜面40に定着した支柱ロープ材11が配してあり、それらの支柱ロープ材11は、図3に示すように、支柱10の上端で、それらを把持する緩衝具12によって保持される。
緩衝具12は支柱ロープ材11を把持し、把持部の摩擦抵抗以上の張力が作用したときに、支柱ロープ材11の摺動を許容してエネルギーを減衰する機能を有するものである。緩衝具12には、2枚の板体をボルト、ナットで挟持したもの等、公知の摩擦抵抗式の緩衝具が使用できる。
必要に応じて、各支柱10と斜面40との間に控ロープを接続したり、該控ロープの端部又は中間に緩衝具を配設してもよい。
(2) Columns FIG. 1 and FIG. 2 show a first embodiment of the present invention, in which the column 10 is tilted, and a plurality of pipe-shaped columns 10 are erected on the inclined surface 40 at a predetermined interval. In each column 10, a column rope material 11 fixed at the lower surface to the slope 40 with an anchor is arranged, and these column rope materials 11 hold them at the upper end of the column 10 as shown in FIG. 3. Is held by the shock absorber 12.
The shock absorber 12 has a function of holding the strut rope material 11 and attenuating energy by allowing the strut rope material 11 to slide when a tension higher than the frictional resistance of the grip portion is applied. As the shock absorber 12, a known friction resistance type shock absorber such as one in which two plates are sandwiched by bolts and nuts can be used.
If necessary, a holding rope may be connected between each support column 10 and the inclined surface 40, or a shock absorber may be disposed at the end or middle of the holding rope.

(3)防護ネット
防護ネット20は、落石等を受け止めるための部材であり、支柱10間に渡設するロープ材21と、ロープ材21に連結される網材22と、からなる。
ロープ材21は、図1及び図4(a)(b)に示すように、端部を緩衝具13によって把持し、支柱10間に渡設される。
緩衝具13は、図1及び図4(a)に示すように支柱10の上下端に取り付け、支柱10とロープ材21との交差部において両部材を連結する。もしくは、図4(b)に示すように支柱10、10間に配置し、両支柱から渡設されたロープ材21の重合部で両ロープ材21を連結して張設する。
緩衝具13はロープ材21を把持し、把持部の摩擦抵抗以上の張力が作用したときに、ロープ材21の摺動を許容してエネルギーを減衰する機能を有する。
緩衝具13には、2枚の板体をボルト、ナットで挟持したもの等、公知の摩擦抵抗式の緩衝具が使用できる。
(3) Protective Net The protective net 20 is a member for catching falling rocks and the like, and is composed of a rope member 21 provided between the columns 10 and a mesh member 22 connected to the rope member 21.
As shown in FIG. 1 and FIGS. 4A and 4B, the rope material 21 is held between the support columns 10 by gripping the end portion with the buffer 13.
As shown in FIGS. 1 and 4A, the shock absorber 13 is attached to the upper and lower ends of the support column 10, and connects both members at the intersection of the support column 10 and the rope member 21. Or as shown in FIG.4 (b), it arrange | positions between the support | pillars 10 and 10, and connects and stretches both the rope materials 21 in the superposition | polymerization part of the rope material 21 extended from both the support | pillars.
The shock absorber 13 has a function of gripping the rope material 21 and allowing the rope material 21 to slide and attenuating energy when a tension greater than the frictional resistance of the grip portion is applied.
As the shock absorber 13, a known friction resistance type shock absorber such as one in which two plates are sandwiched between bolts and nuts can be used.

網材22は金網又は合成樹脂製の網材であり、図1に示すように、ロープ材21の全長又は一部にコイル材23等を巻き付け、網材22が移動可能な状態で連結される。   The mesh material 22 is a mesh material made of a wire mesh or a synthetic resin. As shown in FIG. 1, a coil material 23 or the like is wound around the entire length or a part of the rope material 21 and the mesh material 22 is connected in a movable state. .

(4)防護ネット及び支柱による衝撃吸収
上記した支柱10及び防護ネット20により構成した衝撃吸収防護柵に、落石等が衝突すると、防護ネット20の網材22を構成する線材の摺動並びに斜面下流側へ向けた撓み変形により衝撃エネルギーを減衰する。更に、防護ネット20に作用した衝撃エネルギーは、ロープ材21に作用する。
(4) Shock Absorption by Protective Net and Struts When a rock fall or the like collides with the shock absorbing guard fence constituted by the above-described struts 10 and the protective net 20, sliding of the wire constituting the net 22 of the protective net 20 and downstream of the slope Impact energy is attenuated by bending deformation toward the side. Further, the impact energy that has acted on the protective net 20 acts on the rope material 21.

衝撃エネルギーは、ロープ材21に引張力として作用し、この引張力が緩衝具13の把持力を越えると、ロープ材21は把持力に抗して緩衝具13の中を摺動する。その時の摩擦力によって衝撃エネルギーが減衰される。
そのため、緩衝具13によってロープ材21を把持する際には図1に示すように、ロープ材21が摺動するための余長部211を形成するように把持する。
The impact energy acts as a tensile force on the rope member 21. When the tensile force exceeds the gripping force of the shock absorber 13, the rope material 21 slides in the shock absorber 13 against the grip force. The impact energy is attenuated by the frictional force at that time.
Therefore, when the rope material 21 is gripped by the shock absorber 13, as shown in FIG. 1, the rope material 21 is gripped so as to form an extra length portion 211 for sliding.

網材22、ロープ材21、緩衝具13を経た衝撃エネルギーは、最終的に支柱10へ伝えられる。
支柱10に衝撃エネルギーが作用し、支柱10の上端に設けた緩衝具12の把持力を越えると、緩衝具12の内側を支柱ロープ材11が摺動し、その摩擦力が荷重に対するブレーキ力となって吸収しながら、支柱10が傾く。
また、支柱10に控ロープが接続されたり、控ロープに緩衝具が配設されている場合は、控ロープや緩衝具の摺動抵抗により衝撃エネルギーが減衰される。
The impact energy that has passed through the net member 22, the rope member 21, and the shock absorber 13 is finally transmitted to the support column 10.
When impact energy acts on the support column 10 and the gripping force of the shock absorber 12 provided at the upper end of the support column 10 is exceeded, the support rope material 11 slides inside the shock absorber 12, and the friction force is a braking force against the load. The column 10 tilts while absorbing.
Further, when a holding rope is connected to the support column 10 or a buffer is provided on the holding rope, the impact energy is attenuated by the sliding resistance of the holding rope or the buffer.

支柱10を立設する際には基礎コンクリート等が不要であり、支柱ロープ材11をアンカーするのみであるため、容易に立設できる。
支柱10間に上下のロープ材21と網材22を張設するのみの簡易な構造であるため、低コストで、容易に施工できる。
網材22、ロープ材21、支柱10それぞれが衝撃エネルギーの吸収機能を有するため、衝撃エネルギーの減衰効率の高い衝撃吸収防護柵を簡易に構築することができる。
When the support column 10 is erected, foundation concrete or the like is unnecessary, and only the anchor rope material 11 is anchored, so that it can be erected easily.
Since it has a simple structure in which the upper and lower rope members 21 and the net member 22 are stretched between the columns 10, the construction can be easily performed at low cost.
Since each of the net member 22, the rope member 21, and the support column 10 has a shock energy absorbing function, it is possible to easily construct a shock absorbing / protecting fence with high shock energy attenuation efficiency.

(5)柵高保持材
柵高保持材30は、支柱10間の防護ネット20の弛みを防止するための部材であり、支柱10間の防護ネット20の縦断方向に沿って配設する。
柵高保持材30の長さは、支柱10と同じか、それよりも長い柱状体である。
柵高保持材30は、図1に示すように、上端付近と下端付近にロープ材21に係止するための凹部31を設ける。
柵高保持材30は長さ方向の少なくとも一箇所にジョイント32を設け、複数個に折曲可能に構成する。
柵高保持材30は、図5に示すように、スライド部34を設ける等により伸縮し、長さ調整可能に構成する。
(5) Fence height holding material The fence height holding material 30 is a member for preventing slack of the protection net 20 between the support columns 10, and is arranged along the longitudinal direction of the protection net 20 between the support columns 10.
The length of the fence height holding member 30 is a columnar body that is the same as or longer than the column 10.
As shown in FIG. 1, the fence height holding member 30 is provided with a recess 31 for locking to the rope member 21 near the upper end and the lower end.
The fence height holding member 30 is provided with a joint 32 at least at one position in the length direction so that it can be bent into a plurality of pieces.
As shown in FIG. 5, the fence height holding member 30 is configured to expand and contract by, for example, providing a slide portion 34 so that the length can be adjusted.

柵高保持材30は、支柱10間に渡設されたロープ材21に係止して配置する。
柵高保持材30の長さは支柱10と同じか、それよりも長いため、防護ネット20は縦断方向に張設される。
柵高保持材30の上端付近と下端付近の凹部31に、ロープ材21を挿通し、図5に示すように、ピン33等により係止し、落石等の衝撃時には容易にロープ材21から離脱するように構成する。また、柵高保持材30の少なくとも一部はワイヤー24等により網材22に連結する。
柵高保持材30はアンカー等を打設することなく、防護ネット20のロープ材21に係止するものであるため、容易に施工できる。
The fence height holding member 30 is arranged to be locked to the rope member 21 provided between the columns 10.
Since the length of the fence height holding member 30 is the same as or longer than that of the support column 10, the protective net 20 is stretched in the longitudinal direction.
The rope material 21 is inserted into the recesses 31 near the upper end and near the lower end of the fence high retaining material 30 and locked with a pin 33 or the like as shown in FIG. To be configured. Further, at least a part of the fence height holding member 30 is connected to the mesh member 22 by a wire 24 or the like.
Since the fence high retaining member 30 is engaged with the rope member 21 of the protective net 20 without placing an anchor or the like, it can be easily constructed.

(6)柵高確保
支柱10間に防護ネット20を張設して構成した衝撃吸収防護柵は、図6(a)に示すように、重量により、支柱10間の中央部で防護ネット20が谷側に弛んで柵高がH1となり、必要な柵高Hを確保できず、柵高不足となってしまうことがある。
本発明の衝撃吸収防護柵は、柵高保持材30を支柱10間に設けることにより、図6(b)に示すように、防護ネット20が縦断方向に張設され、防護ネット20の弛みを防止し、必要な柵高Hが確保される。
(6) Ensuring the fence height As shown in FIG. 6 (a), the shock absorption protection fence constructed by extending the protection net 20 between the support pillars 10 has the protection net 20 at the center between the support pillars 10 due to its weight. There is a case where the fence height becomes H1 by slackening to the valley side, and the necessary fence height H cannot be secured, resulting in insufficient fence height.
As shown in FIG. 6 (b), the shock absorbing guard fence of the present invention is provided with a fence height retaining member 30 between the columns 10, so that the guard net 20 is stretched in the longitudinal direction, and the guard net 20 is slackened. To prevent and secure the necessary fence height H.

(7)斜面の地形に合わせた柵高確保
支柱10間の斜面40の地形が隆起している場合には、斜面40の隆起部分で柵高不足となっていた。
そこで、図7に示すように隆起部の防護ネット20に柵高保持材30を配して防護ネット20を縦断方向に張設することにより、地形が隆起している場合でも柵高を確保することができる。
(7) Ensuring the fence height according to the topography of the slope When the topography of the slope 40 between the columns 10 is raised, the fence height is insufficient at the raised portion of the slope 40.
Therefore, as shown in FIG. 7, the fence height holding material 30 is arranged on the protection net 20 of the raised portion, and the protection net 20 is stretched in the longitudinal direction to secure the fence height even when the topography is raised. be able to.

図8に示すように、支柱10間の斜面40の地形が陥没している場合には、支柱10よりも長い柵高保持材30を配して防護ネット20を縦断方向に張設し、柵高保持材30を使用しない場合に生じる隙間Aを埋めることで、落石等が隙間Aを通過するのを防ぐことができる。その際には柵高保持材30の下部にアンカーピン35を設けて柵高保持材30を斜面40に固定することにより、隙間Aへの防護ネット20の張設を容易に行うことができる。
柵高保持材30は、斜面40の地形に合わせて現場で長さ調整ができるため、施工効率が良い。
As shown in FIG. 8, when the topography of the slope 40 between the columns 10 is depressed, a fence height holding material 30 longer than the column 10 is arranged to stretch the protective net 20 in the longitudinal direction, By filling the gap A that occurs when the high retaining material 30 is not used, it is possible to prevent falling rocks and the like from passing through the gap A. In that case, the protection net | network 20 can be easily stretched to the clearance gap A by providing the anchor pin 35 in the lower part of the fence height retaining material 30, and fixing the fence height retaining material 30 to the slope 40.
Since the height of the fence height retaining member 30 can be adjusted at the site according to the topography of the slope 40, the construction efficiency is good.

(8)柵高保持材による衝撃吸収作用
図9に示すように、落石等が衝撃吸収防護柵に衝突すると、防護ネット20に係止した柵高保持材30の重量によって落石等を押し返そうとするブレーキ力が作用する。そのブレーキ力によって衝撃エネルギーを減衰、つまり吸収して、防護ネット20や支柱10へ作用する衝撃力を弱めることとなる。
また、柵高保持材30を防護ネット20の山側に配置するため、柵高保持材30に直接落石等が衝突し、その衝撃の多くを柵高保持材30が受け止めることとなり、防護ネット20が衝撃により破損する危険性が少なくなる。
柵高保持材30は、ロープ材21に係止し網材22にコイル材等により取り付けるだけであるため、衝撃によって破損しても、衝撃吸収防護柵そのものの性能には影響を及ぼさず、柵高保持材30を取り替えるのも容易で、安価である。
(8) Shock absorbing action by the fence high retaining material As shown in FIG. 9, when a falling rock collides with the shock absorbing protective fence, the falling rock etc. will be pushed back by the weight of the fence high retaining material 30 locked to the protective net 20. The braking force is applied. The impact energy is attenuated, that is, absorbed by the braking force, and the impact force acting on the protective net 20 and the support column 10 is weakened.
In addition, since the fence height retaining material 30 is arranged on the mountain side of the protective net 20, a falling rock or the like directly collides with the fence height retaining material 30, and the fence height retaining material 30 receives most of the impact. The risk of breakage due to impact is reduced.
Since the fence height retaining member 30 is merely locked to the rope member 21 and attached to the mesh member 22 with a coil material or the like, even if it is damaged by an impact, the performance of the shock absorbing protection fence itself is not affected. It is easy and inexpensive to replace the high holding material 30.

柵高保持材30は、防護ネット20に重量を付与する。防護ネット20のロープ材21の摺動や網材22の移動に伴い、柵高保持材30も移動し、防護ネット20に付与した重量が衝撃に対するブレーキ力として作用するため、衝撃吸収防護柵の衝撃吸収性能を向上する。   The fence height retaining material 30 gives weight to the protective net 20. As the rope material 21 of the protective net 20 slides and the net material 22 moves, the fence height retaining material 30 also moves, and the weight applied to the protective net 20 acts as a braking force against the impact. Improve shock absorption performance.

柵高保持材30はロープ材21に係止してあり、落石等による衝撃を受けたときには離脱する構成とする。離脱する際にピン33等による抵抗に抗して衝撃エネルギーを吸収する。離脱することにより、ロープ材21の摺動を拘束することがなく、上記した衝撃エネルギーの吸収作用を妨げず、また、網材22にはワイヤー24等により連結されているため、重量は網材22に付与されたまま衝撃に対するブレーキ力として作用するため、衝撃吸収防護柵そのものの性能には影響を及ぼさない。   The fence height holding member 30 is locked to the rope member 21, and is configured to be detached when subjected to an impact caused by falling rocks or the like. When detaching, the impact energy is absorbed against the resistance of the pin 33 or the like. By separating, the sliding of the rope material 21 is not restrained, the impact energy absorbing function is not disturbed, and the mesh material 22 is connected to the mesh material 22 by a wire 24 or the like. Since it acts as a braking force against an impact while being applied to 22, it does not affect the performance of the shock absorbing protective fence itself.

柵高保持材30は長さ方向の少なくとも一箇所にジョイント32を設け、落石等による衝撃を受けたときには、図10に示すように、ジョイント32が外れ、柵高保持材30が折曲する構成とする。
ジョイント32は摩擦力に抗して外れるため、外れる際に衝撃エネルギーを吸収する。
また、柵高保持材30が折曲して落石等を包み込むため、落石等が防護ネット20からこぼれ落ちることを防止できる。
The fence height retaining material 30 is provided with a joint 32 at least at one position in the length direction, and when subjected to an impact caused by falling rocks, the joint 32 is detached and the fence height retaining material 30 is bent as shown in FIG. And
Since the joint 32 is disengaged against the frictional force, it absorbs impact energy when disengaged.
In addition, since the fence height retaining member 30 is bent and wraps rocks and the like, the rocks and the like can be prevented from spilling from the protective net 20.

(9)拡張部の形成
支柱10よりも長さの長い柵高保持材30を用いると、柵高保持材30の長さ方向にロープ材21が張設され、図11に示すように、支柱10の上端を結んだ線から外方である上方に、拡張部Bが形成される。拡張部Bが形成されることにより、支柱10間に水平に防護ネット20を張設する場合に比べて、落石等を受け止める受撃面積を大きくすることができる。
また、受撃面積を大きくするため、落石等により防護ネット20が撓み変形した後でも防護ネット20の縦幅が確保され、次に落石等が落下してきた際に、防護ネット20の上側又は下側を通過してしまうことがない。
柵高保持材30は複数本設置することで、形成する拡張部Bの形状を変えることができる。
(9) Formation of the extension portion When the fence height holding member 30 having a length longer than that of the column 10 is used, the rope member 21 is stretched in the length direction of the fence height holding member 30 and, as shown in FIG. An extended portion B is formed above the line connecting the upper ends of 10 and outward. By forming the extended portion B, it is possible to increase the receiving area for receiving a falling rock or the like as compared with the case where the protective net 20 is stretched horizontally between the support columns 10.
Further, in order to increase the receiving area, the vertical width of the protective net 20 is ensured even after the protective net 20 is bent and deformed by falling rocks, and when the falling rocks fall next, the upper side or the lower side of the protective net 20 There is no passing through the side.
By installing a plurality of fence height holding members 30, the shape of the extended portion B to be formed can be changed.

(10)その他の実施例
上記実施例においては、ロープ材21と網材22とからなる衝撃吸収防護柵に柵高保持材30を取り付けて構成したが、支柱間に横架した複数本のワイヤーロープを防護ネットとするものや、金網のみを防護ネットとして張設して構成する衝撃吸収防護柵に柵高保持材30を適用することで、同様の効果を得ることができる。
(10) Other Embodiments In the above embodiment, the fence high retaining member 30 is attached to the shock absorbing and guarding fence composed of the rope member 21 and the net member 22, but a plurality of wires horizontally mounted between the columns. A similar effect can be obtained by applying the fence height retaining material 30 to a rope that uses a rope as a protection net, or an impact-absorbing protection fence that is constructed by stretching only a wire mesh as a protection net.

本発明の衝撃吸収防護柵の斜視図The perspective view of the shock absorption guard fence of this invention 本発明の衝撃吸収防護柵の正面図Front view of the shock absorbing guard fence of the present invention 支柱の上端部の側面図Side view of the upper end of the column 緩衝具によるロープ材の把持の説明図Explanatory drawing of gripping rope material with shock absorber 柵高保持材の側面図Side view of fence high retaining material 柵高保持材による衝撃吸収防護柵の柵高確保の説明図Illustration of securing the fence height of the shock absorbing protective fence by the fence height holding material 柵高保持材による衝撃吸収防護柵の柵高確保の説明図Illustration of securing the fence height of the shock absorbing protective fence by the fence height holding material 斜面の地形に合わせた柵高保持材の配置図Arrangement of fence height retaining material according to the topography of the slope 落石等が衝突した状態の側面図Side view of the state where rockfalls collide 落石等が衝突した状態の側面図Side view of the state where rockfalls collide 本発明の衝撃吸収防護柵の上部に拡張部を設けた説明図Explanatory drawing which provided the extended part in the upper part of the shock absorption guard fence of this invention

符号の説明Explanation of symbols

10 支柱
11 支柱ロープ材
12 緩衝具
13 緩衝具
20 防護ネット
21 ロープ材
211 余長部
22 網材
23 コイル材
24 ワイヤー
30 柵高保持材
31 凹部
32 ジョイント
33 ピン
34 スライド部
35 アンカーピン
40 斜面
DESCRIPTION OF SYMBOLS 10 Support | pillar 11 Support rope material 12 Shock absorber 13 Shock absorber 20 Protective net 21 Rope material 211 Extra length part 22 Net material 23 Coil material 24 Wire 30 Fence holding material 31 Recess 32 Joint 33 Pin 34 Slide part 35 Anchor pin 40 Slope

Claims (9)

所定の間隔を隔てて立設した支柱間に、ロープ材と網材とからなる防護ネットを張設した衝撃吸収防護柵において、
柵高保持材を前記ロープ材に係止すると共に前記網材に連結して、前記防護ネット縦断方向に沿って掛止し、
衝撃力が作用したときに、前記柵高保持材が少なくとも前記ロープ材から離脱することを特徴とする、
衝撃吸収防護柵。
In the shock-absorbing protective fence in which a protective net consisting of a rope material and a net material is stretched between struts erected at a predetermined interval,
The fence height mounting member coupled to said network member while locking the rope materials, hooked along the longitudinal direction in the protective net,
When the impact force is applied, the fence height retaining material is separated from at least the rope material,
Shock-absorbing protective fence.
請求項1に記載の衝撃吸収防護柵において、前記柵高保持材は、衝撃力が作用したときに、長さ方向に折曲可能であることを特徴とする、衝撃吸収防護柵。 The shock absorbing protective fence according to claim 1 , wherein the fence high retaining material can be bent in a length direction when an impact force is applied. 請求項1又は請求項2に記載の衝撃吸収防護柵において、前記防護ネットは、隣り合う支柱の上下間に渡した複数のロープ材と、前記ロープ材間に張設した網材と、により構成したことを特徴とする、衝撃吸収防護柵。 3. The shock absorbing / protecting fence according to claim 1 , wherein the protective net is configured by a plurality of rope members passed between upper and lower adjacent struts and a net member stretched between the rope members. A shock-absorbing protective fence characterized by 請求項に記載の衝撃吸収防護柵において、
前記支柱と前記ロープ材との交差部又は、隣り合う両支柱から渡設されたロープ材を支柱間で重合した重合部に緩衝具を設け、
前記ロープ材を把持したことを特徴とする、衝撃吸収防護柵。
In the shock absorption protection fence according to claim 3 ,
Provide a shock absorber at the intersection of the struts and the rope material, or a superposition part where the rope material provided from both adjacent struts is overlapped between the struts ,
An impact-absorbing protective fence characterized by gripping the rope material.
請求項又は請求項に記載の衝撃吸収防護柵において、前記支柱は中空状であり、前記支柱の下部にてアンカーにより定着した支柱ロープ材を前記支柱に挿通し、前記支柱の上端部に設けた緩衝具により前記支柱ロープ材を把持したことを特徴とする、衝撃吸収防護柵。 5. The shock absorbing / protecting fence according to claim 3 or 4 , wherein the strut is hollow, and a strut rope member fixed by an anchor at a lower portion of the strut is inserted into the strut, and is attached to an upper end portion of the strut. An impact-absorbing protective fence, wherein the support rope material is held by a provided shock absorber. 請求項乃至請求項のいずれかに記載の衝撃吸収防護柵において、前記柵高保持材の少なくとも一部を前記網材に連結すると共に、両端部を前記ロープ材に係止し、衝撃力が作用したときに前記柵高保持材が前記ロープ材から離脱することを特徴とする、衝撃吸収防護柵。 In the shock absorbing safety barriers according to any one of claims 3 to 5, at least a portion of the fence high holding member while connected to the network member, locking the both end portions in the rope member, the impact force The shock-absorbing protective fence, wherein the fence-height holding material is detached from the rope material when acted on. 請求項1乃至請求項のいずれかに記載の衝撃吸収防護柵において、前記柵高保持材により、隣り合う支柱の上端を結んだ線又は下端を結んだ線より外方に、防護ネットの拡張部を形成したことを特徴とする、衝撃吸収防護柵。 The shock absorbing guard fence according to any one of claims 1 to 6 , wherein the guard net is extended by the fence height retaining material outwardly from a line connecting the upper ends of adjacent struts or a line connecting the lower ends. A shock-absorbing protective fence characterized by forming a part. 請求項1乃至請求項のいずれかに記載の衝撃吸収防護柵において、前記柵高保持材の長さは、前記支柱と同じか、それよりも長いことを特徴とする、衝撃吸収防護柵。 In the shock absorbing safety barriers according to any one of claims 1 to 7, the length of the fence high holding member is equal to or said post, and wherein the longer than, the shock absorbing safety barriers. 請求項1乃至請求項のいずれかに記載の衝撃吸収防護柵において、前記柵高保持材は長さ調整可能であることを特徴とする、衝撃吸収防護柵。 In the shock absorbing safety barriers according to any one of claims 1 to 8, characterized in that the fence height retaining member is adjustable in length, the shock absorbing safety barriers.
JP2006352376A 2006-12-27 2006-12-27 Shock absorbing fence Active JP4188998B2 (en)

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TW096130210A TWI417440B (en) 2006-12-27 2007-08-15 Impact absorption fence
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