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JP3860741B2 - Shock absorbing fence and shock absorbing method - Google Patents
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JP3860741B2 - Shock absorbing fence and shock absorbing method - Google Patents

Shock absorbing fence and shock absorbing method Download PDF

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Publication number
JP3860741B2
JP3860741B2 JP2001379254A JP2001379254A JP3860741B2 JP 3860741 B2 JP3860741 B2 JP 3860741B2 JP 2001379254 A JP2001379254 A JP 2001379254A JP 2001379254 A JP2001379254 A JP 2001379254A JP 3860741 B2 JP3860741 B2 JP 3860741B2
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Japan
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protective
loop
rope
ropes
connecting material
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JP2001379254A
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JP2003184035A (en
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吉田博
南和夫
塩見昌紀
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Nippon Zenith Pipe Co Ltd
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Nippon Zenith Pipe Co Ltd
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Priority to TW091111781A priority patent/TW533256B/en
Priority to KR1020020031322A priority patent/KR100875699B1/en
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Description

【0001】
【発明の属する技術分野】
本発明は落石、雪崩、崩落土砂等の衝撃力を吸収する衝撃吸収柵および衝撃吸収方法に関するものである。
【0002】
【従来の技術】
衝撃吸収柵は斜面に所定の間隔を隔てて立設した支柱と、これらの支柱間に横架したロープ製の防護ネットを基本的な構成要素とする。
防護ネットとしては摩擦抵抗式の緩衝具を用いロープと緩衝具間の摺動抵抗により衝撃を吸収する「スリップタイプ」と、摺動しない「ノンスリップタイプ」が知られている。
スリップタイプは図17に示すように交差させたロープdの交差部に緩衝具eを設ける形態と、図18に示すように各支柱fに設けた複数の緩衝具e間に跨って水平ロープgの端部と中間部を把持させる形態と、図19の如く各支柱f,f間単位で水平ロープgの両端部を緩衝具eに把持させる形態が知られている。
【0003】
【発明が解決しようとする課題】
従来の衝撃吸収柵にはつぎのような問題点がある。
<イ>ノンスリップタイプはスリップタイプに比べて防護ネットによる衝撃吸収性能が低いだけでなく、柵全体を大型で大重量に設計する必要があり、衝撃吸収コストが高くつく難点がある。
<ロ>スリップタイプはノンスリップに対して受撃時における防護ネットの変形量が大きくなるため、柵の設置現場が各種交通機関施設(道路や線路)や住宅等に接近する場合は採用が見送られ、設置現場に制約を受ける。
さらに多数の緩衝具を用いるため、緩衝具の設置作業やロープの把持作業に多くの手数と時間がかかる。
<ハ>両タイプ共に共通する難点としては防護ネットが一重であり、しかも使用可能なロープ径に制限があるため、受撃性能の飛躍的向上に限界がある。
<ニ>防護ネットが所定の間隔を隔てて複数の水平ロープを多段的に配置した形態である場合は、水平ロープ間の口開き防止対策を講じる必要が、好適な技術が未だ提案されていない。
【0004】
本発明は以上の点に鑑みてなされたもので、その目的とするところは、ロープ間の口開きを一定に規制しつつ、高い衝撃吸収性能を発揮できる衝撃吸収技術を提供することにある。
【0005】
【課題を解決するための手段】
すなわち請求項1に係る発明は、所定の間隔を隔てて立設した支柱間に複数のロープを多段的に横架した衝撃吸収柵において、多段的に配置した複数のロープに跨り、ロープの交差方向に向けて波状の連結材を配置し、前記多段的に配置したロープと該連結材と交差部を締結具で締結したことを特徴とする、衝撃吸収柵である。
請求項2に係る発明は、所定の間隔を隔てて立設した支柱と、前記支柱間に巻き掛け可能な長さのロープの端部近くを緩衝具で摺動可能に把持した緩衝機能を有する複数の防護ループと、複数の防護ループに跨り、防護ループの交差方向に配置する波状の連結材とよりなり、前記防護ループを前記支柱間に多段的に巻き掛けて横架すると共に、前記多段的に巻き掛けた複数の防護ループの片面または両面に前記連結材を交差方向に配置して、該連結材と防護ループの交差部を締結具で締結したことを特徴とする、衝撃吸収柵である。
請求項3に係る発明は、請求項2において、支柱を共有しつつ隣り合う支柱間に防護ループを連鎖的に巻き掛けて横架したことを特徴とする、衝撃吸収柵。
請求項4に係る発明は、請求項2または請求項3において、防護ループが支柱間に複数回巻き掛け可能なロープ長を有することを特徴とする、衝撃吸収柵である。
【0006】
また前記した何れかにおいて、ロープまたは防護ループと横断材との交差部を、摺動可能に締結し、この交差部の摺動抵抗により衝撃を吸収するようにしてもよい。
また請求項5または請求項6に係る発明において、複数のロープまたは防護ループで構成するで受撃面に金網を追加して配置して、衝撃吸収性能を高めると共に落石等の捕捉性をよくしてもよい。
【0007】
請求項5に係る発明は、所定の間隔を隔てて立設した支柱間に複数のロープを多段的に横架し、多段的に配置した複数のロープに跨り、ロープの交差方向に向けて波状の連結材を配置し、前記多段的に配置したロープと該連結材と交差部を締結具で締結し、前記連結材により防護ループ間の口開きを一定に制限しつつ、連結材の塑性変形により衝撃を吸収することを特徴とする、衝撃吸収方法である。
請求項6に係る発明は、ロープの端部近くを緩衝具で摺動可能に把持して防護ループを形成し、所定の間隔を隔てて立設した支柱間に前記防護ループを多段的に巻き掛け、前記複数の防護ループの片面または両面に前記連結材を交差方向に配置すると共に、防護ループと連結材の交差部を締結具で締結し、前記防護ループによる緩衝作用と、防護ループと支柱の摺動抵抗と、連結材の塑性変形による緩衝作用により衝撃を吸収することと共に、前記連結材によりロープ間の口開きを一定に制限することを特徴とする、衝撃吸収方法である。
【0008】
また前記した請求項5または請求項6において、ロープまたは防護ループと横断材の交差部を、摺動可能に締結し、この交差部の摺動抵抗により衝撃を吸収するようにしてもよい。
また請求項5または請求項6に係る発明において、複数のロープまたは防護ループで構成するで受撃面に金網を追加して配置して、衝撃吸収性能を高めると共に落石等の捕捉性をよくしてもよい。
【0009】
【発明の実施の形態1】
以下に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。
【0010】
<イ>衝撃吸収柵の構成
図1に一部を破断した衝撃吸収柵10の谷側から山側を視た側面図を示す。
本発明に係る衝撃吸収柵10は所定の間隔を隔てて立設した複数の支柱20と、これらの支柱20,20間にループ状に巻き掛けて横架した防護ループ30と、防護ループ30の端部近くを把持した摩擦抵抗式の緩衝具40と、各防護ループ30に跨って取り付けた横断材50とを基本の構成要素とする。
【0011】
本例では各支柱20の上部間を水平竿60で連結すると共に、防護ループ30群の片面に菱形の金網70を取り付けた場合について説明するが、水平竿60や金網70を省略する場合もある。
【0012】
<ロ>支柱
図2に拡大して示すように、支柱20は例えば鋼管、コンクリート充填鋼管、コンクリート柱、弾性支柱等で、防護ループ30の巻き掛け予定面を曲面として形成するとよい。
支柱20の側面にはU字形の位置用決突起21を長さ方向に沿って多段的に設け、各位置決突起21に防護ループ30を挿通して滑り落ちを防止する。
より望ましくは、支柱20の上方に対して下方へ行くほど位置決用突起21の形成ピッチを狭くすると、小径落石の捕捉対応性がよくなる。
具体的には、予想される落石の大きさや雪崩と落石の別等を考慮して、防護ループ30の上下方向の配設間隔を適宜選択して決定する。また突起に代えて窪みでもよい。
【0013】
また支柱20の下部は地面やコンクリート基礎に傾倒不能に支持させてもよいが、ヒンジ構造を採用して傾倒可能に支持するようにしてもよい。
支柱20を傾倒可能に構成する場合は、緩衝具を間に介在して控えロープと組み合わせる必要がある。
【0014】
<ハ>防護ループ
防護ループ30は引張耐力に優れた例えばPC鋼線、PCより鋼線等のロープで、隣り合う各支柱20,20間に水平方向に向けて弛みがなくループ状に巻き掛け、ロープの両端部近くの重合部を緩衝具40で把持する。ロープの端にはストッパを設けて緩衝具40からの抜け出しを規制する。
各防護ループ30の緩衝具40の把持位置より延出するロープ範囲を余長部31,31として形成する。余長部31,31の設定長によって受撃時における防護ループ30の摺動(スリップ)距離が決まる。
【0015】
支柱20が3本以上の場合、端末の支柱を除き、端末支柱の間に位置する各支柱20には両方向から防護ループ30,30が巻き掛けられることになる。
各支柱20が左右の防護ループ30,30に対して共有関係となるように防護ループ30を連鎖的に巻き掛けて横架する。
【0016】
また支柱間に一本のロープを横架した従来の柵と同程度の衝撃吸収性能を確保するのであれば、防護ロープ30を構成するロープが多重配置となり、しかもループの形成範囲において力の伝達と分散が可能であるから、防護ループ30のロープ径を小さくできる。
【0017】
<ニ>緩衝具
緩衝具40は防護ループ30の重合部を把持し、防護ループ30に作用する引張力が、把持部の摩擦抵抗力を超えたときにロープの摺動を許容して衝撃力を減衰する器具である。
図3,4に例示した緩衝具40は、ばね鋼板の中央を折り返して断面球根状に形成した拘束板41と、拘束板41内に介挿して内空を二分し、ロープの収容空間を画成する仕切板42と、拘束板41の自由端を収縮方向に締付け、拘束板41と仕切板42とにより防護ロープ30を接面させて締付ける複数のボルト43とナット44とよりなる。
そして、拘束板41へ作用させたボルトの締付力を両ロープに均等な拘束力として作用させ、各ロープの周面に圧接させた拘束板41と仕切板42との接触部の摩擦抵抗によりロープに作用する引張力を減衰し得る構造になっている。
【0018】
図示した緩衝具40は一枚ものの板体で形成することにより、拘束板41のばね力を利用して均等な力で拘束できると共に、数十キロにも及ぶ重量物である従前の鋳鉄製の緩衝装置と比べて小型軽量であるから、運搬や組付けが容易であるといった利点がある。
【0019】
緩衝具40としては、図示した他に、防護ループ30の重合部を把持可能な複数の板材と、これらの板材の間を締結可能なボルトとによりなる公知の摩擦抵抗式の緩衝具も使用可能である。
【0020】
<ホ>横断材
横断材50は、波状を呈する細帯状または棒状の部材で、複数の防護ループ30に跨って取り付け可能な長さを有する。
複数の防護ループ30,30……に跨って横断材50を配置するのは、各防護ループ30の設置間隔を保持するためと、隣り合う防護ループ30相互間で力を伝達し合うためと、各防護ループ30の前後のロープが透過するのを阻止するためと、多段的に配置した防護ループ30の受撃空間(領域)を小さく区画して小さな衝突物を受け止め易くするためである。
【0021】
また波状に形成するのは、図6に縦方向の矢印で示すように受撃時に横断材50の伸張方向へ向けた変形により衝撃エネルギーを吸収するためである。
各隣り合う防護ループ30間に位置する波状部が直線状に延びきったときに、防護ループ30の間隔が最大となり、各隣り合う防護ループ30間がそれ以上口開きするのを規制する。
したがって、横断材50の波状は本例に示すように全長に亘り連続して形成することが有利であるが、直線状の横断材50の一部に波状箇所を形成してもよい。
【0022】
横断材50の素材としては、例えば鋼材などの塑性変形する素材やばね鋼などの弾性変形する素材が使用可能であり、その素材は特に制限を受けない。
【0023】
横断材50の取り付けに当たっては、図5に示すように水平竿60に垂下した分岐材51の下端に、相対向させた一対の横断材50,50の上端を連結する。分岐材51と各横断材50を連続素材で一体ものとして形成したり、別体のものを溶接したりしてもよいが、図示するように内側に配置したコの字形の間隔保持材を兼ねた受板52と、防護ループ30の各ロープを収容可能なUボルト53およびナット54と組み合わせて連結してもよい。
すなわち、横断材50、分岐材51、受板52の三部材の重合部にボルト孔を穿設しておく。ロープを収容したUボルト53を、これら三部材50,51,52に差し込んでナット54で締結する。
【0024】
最上位を除いた他の防護ループ30については、図6に示すように矩形の受板55とUボルト53、ナット54の組み合わせにより多段的に配置したロープと横断材50の交差部を保持する。
【0025】
防護ループ30の各ロープを横断材50の谷部に収容してUボルト53で締め付けることで、ロープ周面と広い接触面積を確保して締め付けできる。
またその締結力は、ロープと横断材50の何れかに締結力を超える外力が作用したときに相対的に摺動可能なように設定しておくと、この摺動抵抗によりエネルギーを吸収することも可能である。
【0026】
【作用】
つぎに図7の上方から下方へ向けて各種の衝撃力Fが衝撃吸収柵10に作用した場合における衝撃吸収作用について説明する。
【0027】
<イ>衝突初期
金網70を介して多段的に配置した防護ループ30の前面(緩衝具40を設けていない側)に衝撃力Fが作用する。
この衝撃力Fは、支柱20への巻き掛け部を通じて防護ループ30の背面(緩衝具40を設けた側)へ伝わり、防護ループ30のループ全長に亘って均等な引張力として作用する。
また横断材50が多段的に配置した複数の防護ループ30,30……と交差して小さく区画するため、衝撃力Fが小さな落石であっても透過させずに受け止めることが可能となる。
この引張力が防護ループ30の緩衝具40の把持力を超えない範囲ではロープに摺動が起きず、したがって防護ループ30のループ長は変わらない。
【0028】
隣り合う防護ループ30,30は支柱20を介して力の伝達が可能であるから、衝撃力Fが直接作用しない部位の防護ループ30や支柱20に衝撃力Fが伝達し、複数の防護ループ30と複数の支柱20とにより分散して支持される。
【0029】
<ロ>衝撃の吸収
金網70と防護ループ30の変形強度により衝撃力Fをある程度吸収できるが、本発明に係る衝撃吸収柵10は、主に以降に示す複数の衝撃吸収作用により衝撃力Fを吸収するものである。
【0030】
▲1▼横断材の変形による衝撃吸収作用
衝撃力Fは上下の防護ループ30間の間隔を押し広げようとする力として作用する。この力が横断材50の変形強度を超えると、図6に示す如く横断材50が変形して一定の長さだけ伸張する。この横断材50の伸張時の変形抵抗により衝撃力Fを吸収する。
横断材50の伸張に伴い、上下の防護ループ30,30の間隔は若干広がるが、横断材の伸張が最大に達すると、防護ループ30の間隔は一定に規制される。
【0031】
▲2▼横断材とロープの摺動による衝撃吸収作用
衝撃力Fは交差関係にある防護ループ30のロープと横断材50とをロープに沿ってずらそうとする力として作用する。
この力が防護ループ30のロープと横断材50の交差部を締結する締結力を超えると、両部材30,50の間で摺動し、この摺動抵抗により衝撃力Fを吸収する。
【0032】
▲3▼緩衝具による衝撃吸収作用
衝撃力Fが緩衝具40の把持力を超えると、防護ループ30を構成するロープと緩衝具40との間で摺動(スリップ)し、摺動中の摩擦抵抗により衝撃力Fを効果的に吸収する。
【0033】
▲4▼防護ループと支柱間の摺動抵抗による衝撃吸収作用
ロープと緩衝具40との間の摺動開始に伴い、防護ループ30のループ長が長くなり、防護ループ30と支柱20の側面との巻き掛け部においても摺動が起きる。この巻き掛け部の摩擦抵抗によっても衝撃力Fの吸収作用が進行する。
【0034】
上記した複数の衝撃吸収作用は、余長部31,31が短くなってストッパが緩衝具40に当接するまで可能である。
【0035】
<ハ>横断材の他の作用
横断材50は衝撃力Fの吸収に役立つことに加えて次のようにも作用する。
図8に示すように防護ループ30の伸張に伴い、一対の横断材50,50が夫々ロープによって相互に逆方向に引き摺られて横方向に変形する。その結果、受撃前まで重なり合っていた一対の横断材50,50が開き合い、多段的に配置した各防護ループ30,30……の区画範囲をさらに小さく変化させる。
そのため、衝撃力Fが落石の場合は後続の小さな落石の透過を阻止して同様に緩衝する。
【0036】
また図9は多段的に配置した防護ループ30,30が伸張して側方へはらみ出たときの柵の断面図を示す。
多段的に配置した防護ループ30,30のうち、前面側に配置した図面右方の横断材50が背面側のロープ30b,30cに当接してそれ以上のはらみ出しを規制する。
【0037】
また防護ループ30を構成する前面側のロープ30aが側方へはらみ出る場合、真横に水平移動するケースは少なく、上下何れかの方向に寄って移動する。そのため、前面側のロープ30aが背面側のロープ30b,30cの間に入り込み、防護ループ30の設置間隔より狭い間隔でロープが横方向に配列されることになる。すなわち、衝撃力Fの作用前と比べてロープ30a,30bの配置間隔が実質的に狭くなる。
以上は便宜的に前面側のロープを基準に説明したが、背面側のロープを基準にしても同様にロープの間に他のロープが入り込む。
横向きのロープの配置間隔が狭くなると、金網70の荷重負担を軽減できるだけでなく、小径落石の捕捉性が良くなる。
【0038】
<ニ>ロープの張出量が小さい理由
また以降に説明するように本発明に係る衝撃吸収柵10は、防護ループ30の側方への張出量が小さて済む。
【0039】
図10は各支柱に一端を固定してロープを配置し、両ロープの重合部の中央を図示しない緩衝具で把持して構成するシングルタイプの対比用衝撃吸収柵のモデル図を示す。
同図の(A)は受撃前の状態を示し、同時の(B)は受撃後の状態を示す。支柱間の距離Lを例えば6m、ロープの余長部の距離lを0.5mとした場合、受撃後のロープの張出量Δyは1.25mとなる。
【0040】
図11は各支柱間に防護ループを掛け渡した本発明に係る衝撃吸収柵のモデル図を示すもので、同図の(A)は受撃前の状態を示し、同時の(B)は受撃後の状態を示す。
支柱間の距離Lを例えば6m、ロープの余長部の距離lを0.5mとした場合、受撃後のロープの張出量Δyは0.875mとなる。但し計算を簡単にするため防護ループの巻き掛け部の長さは無視した。
【0041】
このように摺動量(エネルギー吸収量)が同じ場合におけるロープの張出量は、本発明のように防護ループ30の方が小さく、衝撃吸収柵10を道路際等に設置する場合に有利である。
また本発明に係る衝撃吸収柵10はシングルタイプに比べて、ロープの径を小さくできるだけでなく、せん断耐力の点でも勝っている。
【0042】
【発明の実施の形態2】
以降に他の実施の形態について説明するが、その説明に際し、前記した実施の形態1と同一の部位は同一の符号を付してその詳しい説明を省略する。
【0043】
分岐材51を用いないで一対の横断材50,50を複数の防護ループ30,30……に取り付けてもよい。このように取り付けることで分岐材51を省略できて、構成部品点数の削減と取付作業の簡略化が図れる。
【0044】
また前記した実施の形態1では、複数の防護ループ30,30……の前面と背面の両側に一対の横断材50,50を一組として使用する場合について説明したが、防護ループ30の前面(受撃面)または背面の何れか一方の面に設けるようにしても良い。
作用する衝撃力Fが小さな用途に好適である。
【0045】
また連結材50は連続した一枚ものに限定されず、柵の高さ方向に沿って複数に分割した横断材を配置するようにしてもよい。
この場合、分割した横断材50が途中で途切れることなく、多段的に配置した各防護ループ30,30……に亘って力を連続して伝達可能なように分割した複数の横断材を配置する必要がある。
連結材50を分割することで運搬や組付性がよくなる。
【0046】
また横断材50を斜め方向に配置して防護ループ30,30……に取り付けてもよい。
横断材50の配置形態としては、防護ループ30,30……の片面において、傾斜方向を同一方向に揃えて配置するか、波状の如く交互に傾斜方向を変えて配置する。
また防護ループ30,30……の前面と背面とで傾斜方向を変えて配置してもよい。
【0047】
【発明の実施の形態3】
防護ループ30は以降に示す巻き掛け形態であってもよい。
尚、横断材50を配置して設けることは既述した実施の形態と同様である。
【0048】
図12は支柱20,20間に防護ループ30を平面八の字形に配置して巻き掛けた他の形態を示す。
本例にあっては実施の形態1と比べて支柱20に対する防護ループ30の巻き掛け角度(巻き掛け長)が長くなるので、受撃時の摺動抵抗が増して衝撃吸収性能を高めることができる。
【0049】
また図13に示すように防護ループ30を支柱20に全周面に一回または複数回巻き付けると、防護ループ30と支柱20の摺動抵抗が増して衝撃吸収性能をさらに高めることができる。
【0050】
また図14は支柱20,20間の同一高さでロープを二回以上巻き掛け可能な長さにした防護ループ30を用いた他の形態を示す。
【0051】
また図15は支柱20,20の長手方向に沿って防護ループ30を構成するロープを二回以上ジグザグ状に巻き掛けた他の形態を示す。
本例にあっては、防護ループ30の巻き掛け回数が増えた分だけ、衝撃力の分散性が良くなる。
【0052】
図16は支柱20,20の一側に巻掛用の突起体22を多段的に設け、隣り合うこれらの突起体22,22の間に防護ループ30を巻き掛けた他の形態を示す。
本例ではひとつの突起体22にひとつの防護ループ30を巻き掛ける場合を示すが、ひとつの突起体21に支柱20の左右の防護ループ30,30を一緒に巻き掛けて突起体21を共有するようにしてもよい。
【0053】
また受撃時に防護ループ30が外れないよう支柱20の受撃方向と対面する側に防護ループ30を配置したり、突起体22の先端に膨出部を形成したりしておくことが望ましい。
【0054】
衝撃吸収柵に防護ループ30を用いた場合、つぎの利点がある。
<イ>支柱20,20間に緩衝機能を有する防護ループ30を巻き掛けるので、衝撃力の分散性とせん断耐力を改善できて、衝撃吸収性能の高い衝撃吸収柵を提供できる。
<ロ>平面的な防護ネットを配置する柵と比べて、防護ループ30の張出量を低減できるので、道路際等のように張出量に制限がある現場に設置する場合に有利である。
<ハ>緩衝具40の使用数が少なくて済むため、柵の建設に要する時間的、労力的および経済的負担を大幅に軽減することができる。
<ニ>防護ループ30の巻き掛け数に比例して衝撃力の分散性能が増すため、柵全体としての衝撃吸収性能を飛躍的に向上させることができる。
【0055】
【発明の実施の形態4】
以上は支柱間に防護ループ30,30……を巻き掛けて構成する衝撃吸収柵に横断材50を設ける場合について説明したが、所定の間隔を隔てて立設した支柱間に複数のロープを多段的に横架した公知の各種衝撃吸収柵に適用してもよい。この場合、多段的に配置した複数のロープに跨り、ロープの交差方向に向けて波状の連結材を配置すると共に、多段的に配置したロープと各連結材と交差部を締結具で締結する。
連結材によりロープ間の口開きを一定に制限しつつ、連結材の塑性変形とロープとの摺動抵抗とによる緩衝作用により衝撃を吸収することは義手津した実施の形態と同様である。
【0056】
本例にあっては、支柱間に複数のロープを多段的に配置した既設のまたは新設の衝撃吸収柵に適用することができて汎用性に富む。
また横断材を配置するだけで、衝撃吸収性能が格段向上する。
【0057】
【発明の効果】
本発明は、支柱間に架設した複数のロープまたは支柱に多段的に配置した防護ループに交差して、波状の横断材を設けるだけで、ロープの口開きを防止すると共に、横断材の塑性変形により衝撃を効果的に吸収することが可能となる。
【図面の簡単な説明】
【図1】 本発明の実施の形態1に係る衝撃吸収柵の正面図
【図2】 一部を省略した支柱と防護ループの巻き掛け部の斜視図
【図3】 緩衝具の斜視図
【図4】 緩衝具の中央横断面図
【図5】 一部を省略した横断材の上部の取付状態を示す斜視図
【図6】 横断材と防護ループの交差部の締結構造を示す斜視図
【図7】 衝撃吸収柵の作用説明図
【図8】 受撃時における衝撃吸収柵の正面図
【図9】 図8におけるIX−IXの断面図
【図10】 対比用柵のロープの張出量を説明するためのモデル図で、(A)が受撃前のモデル図、(B)が受撃後のモデル図
【図11】 防護ループの張出量を説明するためのモデル図で、(A)が受撃前のモデル図、(B)が受撃後のモデル図
【図12】 8時形に巻き掛けた他の防護ループの巻き掛け形態の説明図
【図13】 ロープを支柱に巻き付けた他の防護ループの巻き掛け形態の説明図
【図14】 支柱間にロープを多重に巻き掛けた他の防護ループの巻き掛け形態の説明図
【図15】 支柱間にロープをジクザグ状に巻き掛けた他の防護ループの巻き掛け形態の説明図
【図16】 支柱の片側に防護ループを横架した他の実施の形態に係る説明図で、(A)は一部を省略した衝撃吸収柵の平面図、(B)は一部を省略した正面図
【図17】 本発明が前提とする防護ネットの説明図
【図18】 本発明が前提とする衝撃吸収柵の説明図
【図19】 本発明が前提とする他の衝撃吸収柵の説明図
【符号の説明】
10 衝撃吸収柵
20 支柱
30 防護ループ
31 余長部
32 ストッパ
40 緩衝具
50 横断材
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to an impact absorbing fence and an impact absorbing method for absorbing impact forces such as falling rocks, avalanches, and falling sand.
[0002]
[Prior art]
The shock-absorbing fence is basically composed of struts erected on the slope with a predetermined interval, and a rope protection net horizontally installed between these struts.
As the protective net, there are known a “slip type” that uses a friction resistance type shock absorber to absorb an impact by a sliding resistance between the rope and the shock absorber, and a “non-slip type” that does not slide.
In the slip type, as shown in FIG. 17, a cushioning device e is provided at the intersection of the ropes d crossed, and a horizontal rope g straddling between a plurality of cushioning devices e provided in each support column f as shown in FIG. There are known a configuration in which the end portion and the intermediate portion are gripped, and a configuration in which both ends of the horizontal rope g are gripped by the shock absorber e in units between the struts f and f as shown in FIG.
[0003]
[Problems to be solved by the invention]
The conventional shock absorbing fence has the following problems.
<A> The non-slip type has not only lower shock absorption performance by the protective net compared to the slip type, but also requires the entire fence to be designed to be large and heavy, and there is a drawback that the shock absorption cost is high.
<B> Because the slip type of the slip type increases the amount of deformation of the protective net when receiving a non-slip, it will not be adopted when the fence installation site approaches various transportation facilities (roads or tracks) or houses. , Restricted by the installation site.
Furthermore, since a large number of shock absorbers are used, it takes a lot of work and time for the shock absorber installation work and the rope gripping work.
<C> Both types have a common difficulty in that there is a single protective net, and there is a limit to the rope diameter that can be used.
<D> When the protective net is in a form in which a plurality of horizontal ropes are arranged in multiple stages at predetermined intervals, it is necessary to take measures to prevent the opening between the horizontal ropes, and no suitable technique has been proposed yet. .
[0004]
This invention is made | formed in view of the above point, The place made into the objective is providing the impact-absorbing technique which can exhibit high impact-absorbing performance, controlling the opening of a rope between ropes uniformly.
[0005]
[Means for Solving the Problems]
That is, the invention according to claim 1 is a shock absorbing fence in which a plurality of ropes are horizontally mounted between columns that are erected at a predetermined interval. The shock absorbing fence is characterized in that a wavy connecting member is arranged in a direction, and the multi-staged rope, the connecting member and an intersection are fastened with a fastener.
The invention which concerns on Claim 2 has the buffer function which hold | maintained the support | pillar standing at predetermined intervals and the end part of the rope of the length which can be wound between the said support | pillar so that sliding was possible with the buffer. A plurality of protective loops, and a wavy connecting member disposed across the plurality of protective loops and arranged in the crossing direction of the protective loops. An impact-absorbing fence, characterized in that the connecting material is arranged in a crossing direction on one side or both sides of a plurality of protective loops wound around and the crossing part of the connecting material and the protective loop is fastened with a fastener. is there.
The invention according to claim 3 is the impact absorbing fence according to claim 2, wherein a protective loop is looped in a chain between adjacent struts while sharing the struts.
The invention according to claim 4 is the impact absorbing fence according to claim 2 or claim 3, wherein the protective loop has a rope length that can be wound a plurality of times between the support columns.
[0006]
In any of the above, the intersection of the rope or protective loop and the crossing member may be slidably fastened, and the impact may be absorbed by the sliding resistance of the intersection.
Further, in the invention according to claim 5 or 6, it is composed of a plurality of ropes or protective loops, and is arranged by adding a wire mesh to the receiving surface to improve impact absorption performance and improve trapping performance such as falling rocks. May be.
[0007]
In the invention according to claim 5, a plurality of ropes are horizontally laid between struts erected at a predetermined interval, straddle a plurality of ropes arranged in a multistage, and corrugated toward the crossing direction of the ropes. The connecting material is arranged, and the multi-staged rope and the connecting material and the crossing portion are fastened by a fastener, and the connecting material is plastically deformed while the opening of the protective loop is restricted to a certain level by the connecting material. The shock absorbing method is characterized in that the shock is absorbed by.
According to a sixth aspect of the present invention, a protective loop is formed by slidably gripping the end of the rope with a shock absorber, and the protective loop is wound in multiple stages between struts erected at a predetermined interval. The connecting member is arranged in a crossing direction on one or both sides of the plurality of protective loops, and the crossing portion of the protective loop and the connecting member is fastened with a fastener, and the buffering action by the protective loop, the protective loop and the support column The shock absorbing method is characterized in that the shock is absorbed by the sliding resistance and the buffering action caused by plastic deformation of the connecting material, and the opening between the ropes is limited to a constant by the connecting material.
[0008]
Further, in the above-described fifth or sixth aspect, the crossing portion of the rope or the protection loop and the crossing member may be slidably fastened, and the impact may be absorbed by the sliding resistance of the crossing portion.
Further, in the invention according to claim 5 or 6, it is composed of a plurality of ropes or protective loops, and is arranged by adding a wire mesh to the receiving surface to improve impact absorption performance and improve trapping performance such as falling rocks. May be.
[0009]
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiment 1
Embodiments of the present invention will be described below with reference to the drawings.
[0010]
<A> Configuration of Shock Absorbing Fence FIG. 1 shows a side view of the mountain side from the valley side of a shock absorbing fence 10 partially broken.
The shock absorbing fence 10 according to the present invention includes a plurality of support columns 20 erected at predetermined intervals, a protection loop 30 wound around the support columns 20 and 20 in a loop, and a protection loop 30. The friction resistance type shock absorber 40 gripping the vicinity of the end portion and the cross member 50 attached across each protection loop 30 are used as basic components.
[0011]
In this example, the upper part of each support column 20 is connected by a horizontal bar 60 and a rhombus wire mesh 70 is attached to one side of the protective loop 30 group. However, the horizontal bar 60 and the metal net 70 may be omitted. .
[0012]
<B> Struts As shown in FIG. 2 in an enlarged manner, the struts 20 are, for example, steel pipes, concrete-filled steel pipes, concrete pillars, elastic struts, etc., and it is desirable to form the surface to be wrapped around the protective loop 30 as a curved surface.
U-shaped positioning protrusions 21 are provided in multiple stages along the length direction on the side surface of the support column 20, and a protective loop 30 is inserted into each positioning protrusion 21 to prevent slipping off.
More desirably, if the formation pitch of the positioning protrusions 21 is made narrower as it goes downward with respect to the upper side of the support column 20, the trapping ability of small diameter falling rocks is improved.
Specifically, the arrangement interval in the vertical direction of the protection loop 30 is appropriately selected and determined in consideration of the expected size of falling rocks, avalanche and falling rocks, and the like. A depression may be used instead of the protrusion.
[0013]
The lower part of the support column 20 may be supported on the ground or a concrete foundation so as not to be tilted, but may be supported so as to be tilted by adopting a hinge structure.
In the case where the support column 20 is configured to be tiltable, it is necessary to combine it with a holding rope with a buffer provided therebetween.
[0014]
<C> Protective loop The protective loop 30 is a rope made of, for example, a PC steel wire or a steel wire from PC, which has excellent tensile strength, and is wound in a loop shape between the adjacent struts 20 and 20 without any slack in the horizontal direction. The overlapping portion near both ends of the rope is gripped by the shock absorber 40. A stopper is provided at the end of the rope to restrict the escape from the shock absorber 40.
Rope ranges extending from the gripping positions of the shock absorbers 40 of the respective protection loops 30 are formed as the extra length portions 31 and 31. The sliding (slip) distance of the protective loop 30 at the time of impact is determined by the set length of the surplus length portions 31 and 31.
[0015]
When there are three or more struts 20, the protection loops 30 and 30 are wound around each strut 20 located between the terminal struts from both directions except for the struts of the terminal.
The protection loops 30 are chain-wrapped and horizontally mounted so that each support column 20 has a shared relationship with the left and right protection loops 30 and 30.
[0016]
In addition, if the same level of shock absorption performance as that of a conventional fence with a single rope placed horizontally between the columns is secured, the ropes constituting the protective rope 30 are arranged in multiple layers, and force transmission is performed within the loop formation range. Therefore, the rope diameter of the protective loop 30 can be reduced.
[0017]
<D> Shock absorber The shock absorber 40 grips the overlapping portion of the protective loop 30 and allows the rope to slide when the tensile force acting on the protective loop 30 exceeds the frictional resistance force of the gripping portion. It is an instrument that attenuates.
The shock absorber 40 illustrated in FIGS. 3 and 4 includes a restraint plate 41 that is formed by folding the center of a spring steel plate into a bulbous cross section, and is inserted into the restraint plate 41 to divide the inner space into two parts, thereby defining a rope storage space. The partition plate 42 is composed of a plurality of bolts 43 and nuts 44 that fasten the free end of the restraint plate 41 in the contraction direction and tighten the protective rope 30 in contact with the restraint plate 41 and the partition plate 42.
The bolt tightening force applied to the restraint plate 41 acts as an equal restraint force on both ropes, and the frictional resistance of the contact portion between the restraint plate 41 and the partition plate 42 brought into pressure contact with the peripheral surface of each rope. It has a structure that can attenuate the tensile force acting on the rope.
[0018]
The illustrated shock absorber 40 is formed of a single plate, so that it can be restrained with an equal force using the spring force of the restraining plate 41, and is made of a conventional cast iron that is a heavy object of several tens of kilometers. Since it is smaller and lighter than the shock absorber, there is an advantage that transportation and assembly are easy.
[0019]
As the shock absorber 40, in addition to the illustration, a known frictional resistance shock absorber comprising a plurality of plate members that can grip the overlapping portion of the protective loop 30 and bolts that can be fastened between these plate members can be used. It is.
[0020]
<E> Crossing material 50 The crossing material 50 is a strip-like or rod-like member having a wave shape and has a length that can be attached across a plurality of protective loops 30.
The cross members 50 are arranged across the plurality of protection loops 30, 30... To maintain the installation interval between the protection loops 30 and to transmit force between the adjacent protection loops 30. This is to prevent the ropes before and after each of the protection loops 30 from penetrating, and to divide the receiving space (region) of the protection loops 30 arranged in multiple stages to make it easier to receive small impact objects.
[0021]
The reason for forming the wave shape is to absorb the impact energy by deformation of the cross member 50 in the extending direction at the time of impact as shown by the vertical arrows in FIG.
When the wave-like part located between the adjacent protective loops 30 extends in a straight line, the interval between the protective loops 30 becomes the maximum, and the further opening between the adjacent protective loops 30 is restricted.
Accordingly, it is advantageous to form the corrugated cross member 50 continuously over the entire length as shown in this example, but the corrugated portion may be formed in a part of the straight cross member 50.
[0022]
As the material of the cross member 50, for example, a plastically deformable material such as steel or an elastically deformable material such as spring steel can be used, and the material is not particularly limited.
[0023]
In attaching the cross member 50, as shown in FIG. 5, the upper ends of a pair of cross members 50, 50 opposed to each other are connected to the lower end of the branch member 51 suspended from the horizontal rod 60. The branch member 51 and each cross member 50 may be formed integrally with a continuous material, or may be welded separately, but also serves as a U-shaped spacing maintaining material arranged inside as shown in the figure. The receiving plate 52 may be connected in combination with a U bolt 53 and a nut 54 that can accommodate each rope of the protective loop 30.
That is, a bolt hole is drilled in the overlapping portion of the three members of the cross member 50, the branch member 51, and the receiving plate 52. The U bolt 53 containing the rope is inserted into these three members 50, 51, 52 and fastened with a nut 54.
[0024]
With respect to the other protective loops 30 except for the uppermost layer, as shown in FIG. 6, the intersection of the rope and the cross member 50 arranged in a multistage manner by the combination of the rectangular receiving plate 55, the U bolt 53, and the nut 54 is held. .
[0025]
Each rope of the protective loop 30 is accommodated in the trough of the cross member 50 and tightened with the U bolt 53, so that a wide contact area with the rope peripheral surface can be secured and tightened.
Also, if the fastening force is set so that it can slide relatively when an external force exceeding the fastening force is applied to either the rope or the cross member 50, the sliding resistance absorbs energy. Is also possible.
[0026]
[Action]
Next, the impact absorbing action when various impact forces F act on the impact absorbing fence 10 from above to below in FIG. 7 will be described.
[0027]
<I> The impact force F acts on the front surface (the side where the shock absorber 40 is not provided) of the protective loop 30 arranged in multiple stages via the initial collision wire mesh 70.
This impact force F is transmitted to the back surface of the protective loop 30 (the side on which the shock absorber 40 is provided) through the winding portion around the support column 20, and acts as a uniform tensile force over the entire loop length of the protective loop 30.
Further, since the crossing member 50 intersects with the plurality of protective loops 30, 30... Arranged in a multistage manner, the crossing member 50 can be received without passing through even if the impact force F is small.
As long as this tensile force does not exceed the gripping force of the shock absorber 40 of the protective loop 30, the rope does not slide, and therefore the loop length of the protective loop 30 does not change.
[0028]
Since the adjacent protection loops 30 and 30 can transmit force via the support column 20, the impact force F is transmitted to the protection loop 30 or the support column 20 at a portion where the impact force F does not act directly, and a plurality of protection loops 30. And a plurality of support columns 20 are distributed and supported.
[0029]
<B> Although the impact force F can be absorbed to some extent by the deformation strength of the shock absorbing wire mesh 70 and the protective loop 30, the impact absorbing fence 10 according to the present invention mainly absorbs the impact force F by a plurality of impact absorbing functions described below. Absorb.
[0030]
(1) Impact absorbing action due to deformation of the crossing material The impact force F acts as a force to push and widen the space between the upper and lower protective loops 30. When this force exceeds the deformation strength of the cross member 50, the cross member 50 is deformed and stretched by a certain length as shown in FIG. The impact force F is absorbed by the deformation resistance when the cross member 50 is stretched.
As the cross member 50 extends, the distance between the upper and lower protective loops 30 and 30 increases slightly. However, when the cross member reaches the maximum extension, the interval between the protective loops 30 is regulated to be constant.
[0031]
(2) Impact absorbing action by sliding of the crossing member and the rope The impact force F acts as a force for shifting the rope of the protective loop 30 and the crossing member 50 in a crossing relationship along the rope.
When this force exceeds the fastening force for fastening the rope of the protection loop 30 and the crossing portion 50, the sliding is performed between the members 30 and 50, and the impact force F is absorbed by the sliding resistance.
[0032]
(3) Shock absorbing action by the shock absorber When the impact force F exceeds the gripping force of the shock absorber 40, it slides (slips) between the rope constituting the protective loop 30 and the shock absorber 40, and friction during sliding The impact force F is effectively absorbed by the resistance.
[0033]
(4) The shock absorbing action rope due to the sliding resistance between the protective loop and the support column. As the sliding between the shock absorber 40 and the shock absorber 40 starts, the loop length of the protective loop 30 becomes longer. Sliding also occurs at the wrapping portion. The absorbing action of the impact force F proceeds also by the frictional resistance of the winding portion.
[0034]
The plurality of shock absorbing actions described above are possible until the surplus length portions 31, 31 are shortened and the stopper comes into contact with the shock absorber 40.
[0035]
<C> Other Actions of Crossing Material In addition to helping to absorb the impact force F, the crossing material 50 also acts as follows.
As shown in FIG. 8, as the protective loop 30 is extended, the pair of cross members 50, 50 are dragged in opposite directions by the ropes and deformed in the lateral direction. As a result, the pair of cross members 50, 50 that have been overlapped before receiving are opened, and the section range of each of the protective loops 30, 30,.
Therefore, when the impact force F is a falling rock, the subsequent small falling rock is prevented from being transmitted and similarly buffered.
[0036]
FIG. 9 shows a cross-sectional view of the fence when the protection loops 30, 30 arranged in multiple stages are extended and protruded sideways.
Of the protection loops 30 and 30 arranged in multiple stages, the cross member 50 on the right side of the drawing arranged on the front side abuts against the ropes 30b and 30c on the back side and restricts further protrusion.
[0037]
In addition, when the front side rope 30a constituting the protective loop 30 protrudes laterally, there are few cases where the rope 30a moves horizontally to the side, and it moves in either of the up and down directions. Therefore, the front-side rope 30a enters between the rear-side ropes 30b and 30c, and the ropes are arranged in the lateral direction at an interval narrower than the installation interval of the protection loop 30. That is, the distance between the ropes 30a and 30b is substantially narrower than before the impact force F is applied.
The above description is made on the basis of the rope on the front side for convenience, but other ropes enter between the ropes in the same manner even if the rope on the back side is used as a reference.
When the distance between the horizontal ropes is narrowed, not only can the load of the wire net 70 be reduced, but the trapping ability of small-diameter rocks will be improved.
[0038]
<D> The reason why the overhang amount of the rope is small and as will be described later, the shock absorbing fence 10 according to the present invention requires a small overhang amount to the side of the protective loop 30.
[0039]
FIG. 10 shows a model diagram of a single type of shock absorbing fence for comparison, in which one end is fixed to each column, ropes are arranged, and the center of the overlapping portion of both ropes is held by a shock absorber (not shown).
(A) of the figure shows a state before receiving, and (B) at the same time shows a state after receiving. For example, when the distance L between the struts is 6 m and the distance l of the extra length portion of the rope is 0.5 m, the protruding amount Δy 1 of the rope after the impact is 1.25 m.
[0040]
FIG. 11 shows a model diagram of the shock absorbing fence according to the present invention in which a protective loop is stretched between the columns. (A) in FIG. 11 shows a state before receiving, and (B) at the same time shows receiving. Shows the state after the shot.
For example, when the distance L between the struts is 6 m and the distance l of the extra length of the rope is 0.5 m, the protruding amount Δy 2 of the rope after the impact is 0.875 m. However, the length of the winding part of the protective loop was ignored to simplify the calculation.
[0041]
In this way, when the sliding amount (energy absorption amount) is the same, the protruding amount of the rope is smaller in the protective loop 30 as in the present invention, which is advantageous when the shock absorbing fence 10 is installed on the road or the like. .
Further, the shock absorbing fence 10 according to the present invention not only reduces the diameter of the rope but also excels in terms of shear strength compared to the single type.
[0042]
Second Embodiment of the Invention
Other embodiments will be described below. In the description, the same parts as those in the first embodiment are denoted by the same reference numerals, and detailed description thereof will be omitted.
[0043]
A pair of cross members 50, 50 may be attached to a plurality of protective loops 30, 30, ... without using the branch member 51. By attaching in this way, the branch material 51 can be omitted, and the number of components can be reduced and the installation work can be simplified.
[0044]
In the first embodiment, the case where a pair of cross members 50, 50 are used as a pair on both sides of the front surface and the back surface of the plurality of protection loops 30, 30. You may make it provide in any one surface of a receiving surface) or a back surface.
It is suitable for applications where the acting impact force F is small.
[0045]
The connecting member 50 is not limited to a single continuous member, and a cross member divided into a plurality of pieces may be arranged along the height direction of the fence.
In this case, a plurality of divided cross members are arranged so that the force can be continuously transmitted across the protection loops 30, 30... Arranged in multiple stages without being interrupted in the middle of the divided cross members 50. There is a need.
By dividing the connecting material 50, transportation and assembly are improved.
[0046]
Further, the cross member 50 may be arranged in an oblique direction and attached to the protective loops 30, 30.
As a form of arrangement of the cross members 50, the protective loops 30, 30... Are arranged with the inclined directions aligned in the same direction, or alternately changed in the inclined direction like a wavy shape.
Further, the inclination direction may be changed between the front and back surfaces of the protective loops 30, 30.
[0047]
Embodiment 3 of the Invention
The protective loop 30 may have a winding form described below.
In addition, it is the same as that of embodiment mentioned above to arrange | position and provide the crossing material 50. FIG.
[0048]
FIG. 12 shows another form in which a protective loop 30 is arranged between the support columns 20 and 20 in a shape of a plane eight and wound.
In this example, the winding angle (winding length) of the protection loop 30 with respect to the support column 20 is longer than in the first embodiment, so that the sliding resistance at the time of impact is increased and the shock absorbing performance is improved. it can.
[0049]
As shown in FIG. 13, when the protective loop 30 is wound around the support column 20 once or a plurality of times, the sliding resistance between the protective loop 30 and the support column 20 is increased, and the shock absorbing performance can be further improved.
[0050]
FIG. 14 shows another embodiment using a protective loop 30 in which the rope can be wound twice or more at the same height between the support columns 20 and 20.
[0051]
FIG. 15 shows another form in which a rope constituting the protective loop 30 is wound in a zigzag manner two or more times along the longitudinal direction of the support columns 20.
In this example, the dispersibility of the impact force is improved by the increase in the number of times the protective loop 30 is wound.
[0052]
FIG. 16 shows another embodiment in which the winding protrusions 22 are provided in one stage on one side of the support pillars 20 and 20 and the protective loop 30 is wound between the adjacent protrusions 22 and 22.
In this example, a case where one protective loop 30 is wound around one protrusion 22 is shown, but the left and right protective loops 30, 30 of the support column 20 are wound around one protrusion 21 together to share the protrusion 21. You may do it.
[0053]
Further, it is desirable to arrange the protection loop 30 on the side facing the receiving direction of the support column 20 or to form a bulging portion at the tip of the protrusion 22 so that the protection loop 30 does not come off at the time of receiving.
[0054]
When the protection loop 30 is used for the shock absorbing fence, there are the following advantages.
<A> Since the protective loop 30 having a buffering function is wound between the support columns 20 and 20, the dispersibility of the impact force and the shear strength can be improved, and an impact absorbing fence with high impact absorbing performance can be provided.
<B> Compared to a fence with a flat protective net, the amount of overhang of the protective loop 30 can be reduced, which is advantageous when installing on a site where the amount of overhang is limited, such as on the road. .
<C> Since the number of use of the shock absorbers 40 is small, the time, labor and economic burden required for construction of the fence can be greatly reduced.
<D> Since the impact force dispersion performance increases in proportion to the number of times the protective loop 30 is wound, the impact absorption performance of the entire fence can be dramatically improved.
[0055]
Embodiment 4 of the Invention
The above has described the case where the cross member 50 is provided on the shock absorbing fence formed by wrapping the protective loops 30, 30... Between the struts. It may be applied to various well-known shock absorbing fences that are horizontally mounted. In this case, the wavy connecting material is arranged in the crossing direction of the ropes across the plurality of ropes arranged in multiple stages, and the ropes arranged in multiple stages, the respective connecting materials, and the intersecting portions are fastened with fasteners.
The impact is absorbed by the buffering action due to the plastic deformation of the connecting material and the sliding resistance with the rope while restricting the opening between the ropes to be constant by the connecting material, as in the embodiment of the prosthetic hand.
[0056]
In this example, the present invention can be applied to an existing or new shock absorbing fence in which a plurality of ropes are arranged in a multistage manner between support columns, and is highly versatile.
In addition, shock absorbing performance can be greatly improved by simply placing a cross member.
[0057]
【The invention's effect】
The present invention prevents the opening of a rope and provides plastic deformation of the crossing member only by providing a wavy crossing member by crossing a plurality of ropes installed between the supporting columns or a protection loop arranged in multiple stages on the supporting column. This makes it possible to absorb the impact effectively.
[Brief description of the drawings]
FIG. 1 is a front view of an impact absorbing fence according to a first embodiment of the present invention. FIG. 2 is a perspective view of a support part and a loop portion of a protective loop with a part omitted. 4] Cross-sectional view of the center of the shock absorber [Fig. 5] Perspective view showing the mounting state of the upper part of the cross member with a part omitted [Fig. 6] Perspective view showing the fastening structure at the intersection of the cross member and the protective loop 7] Explanatory diagram of action of impact absorbing fence [Fig. 8] Front view of impact absorbing fence at the time of impact [Fig. 9] Cross-sectional view of IX-IX in Fig. 8 [Figure 10] Rope extension of contrast fence FIG. 11 is a model diagram for explaining, (A) is a model diagram before receiving, (B) is a model diagram after receiving, and FIG. 11 is a model diagram for explaining the overhang amount of the protective loop, (A ) Is a model diagram before the impact, and (B) is a model diagram after the impact. [FIG. 12] An explanation of the winding form of another protective loop wound around the 8 o'clock. FIG. 13 is an explanatory view of another protective loop winding form in which a rope is wound around a support post. FIG. 14 is an explanatory view of another protective loop winding form in which multiple ropes are wound between support posts. FIG. 16 is an explanatory diagram of another embodiment of a protection loop in which a rope is wound in a zigzag manner between struts. FIG. 16 is an explanatory diagram according to another embodiment in which a protection loop is horizontally mounted on one side of a strut. ) Is a plan view of a shock absorbing fence with a part omitted, and (B) is a front view with a part omitted. FIG. 17 is an explanatory diagram of a protective net assumed by the present invention. FIG. 18 is based on the present invention. Explanatory drawing of shock absorbing fence [Fig. 19] Explanatory drawing of other shock absorbing fence assumed by the present invention [Explanation of symbols]
10 Shock Absorbing Fence 20 Strut 30 Protective Loop 31 Extra Length 32 Stopper 40 Buffer 50 Crossing Material

Claims (6)

所定の間隔を隔てて立設した支柱間に複数のロープを多段的に横架した衝撃吸収柵において、
多段的に配置した複数のロープに跨り、ロープの交差方向に向けて波状の連結材を配置し、
前記多段的に配置したロープと該連結材と交差部を締結具で締結したことを特徴とする、
衝撃吸収柵。
In the shock-absorbing fence in which a plurality of ropes are horizontally mounted between the columns that are erected at predetermined intervals,
Crossing multiple ropes arranged in multiple stages, arranging wavy connecting materials in the crossing direction of the ropes,
The rope arranged in multiple stages and the connecting material and the intersection are fastened with a fastener,
Shock absorbing fence.
所定の間隔を隔てて立設した支柱と、
前記支柱間に巻き掛け可能な長さのロープの端部近くを緩衝具で摺動可能に把持した緩衝機能を有する複数の防護ループと、
複数の防護ループに跨り、防護ループの交差方向に配置する波状の連結材とよりなり、
前記防護ループを前記支柱間に多段的に巻き掛けて横架すると共に、
前記多段的に巻き掛けた複数の防護ループの片面または両面に前記連結材を交差方向に配置して、該連結材と防護ループの交差部を締結具で締結したことを特徴とする、
衝撃吸収柵。
Support columns that are erected at a predetermined interval;
A plurality of protective loops having a buffer function in which the vicinity of the end of the rope of a length that can be wound between the columns is slidably held by a buffer;
It consists of a wavy connecting material that straddles multiple protective loops and is arranged in the crossing direction of the protective loops.
The guard loop is wound around the support column in a multistage manner and horizontally mounted,
The connecting material is arranged in a crossing direction on one side or both sides of the plurality of protective loops wound in a multistage manner, and the crossing portion of the connecting material and the protective loop is fastened with a fastener,
Shock absorbing fence.
請求項2において、支柱を共有しつつ隣り合う支柱間に防護ループを連鎖的に巻き掛けて横架したことを特徴とする、衝撃吸収柵。The shock absorbing fence according to claim 2, wherein a protection loop is chain-wrapped between adjacent struts while sharing the struts and is horizontally mounted. 請求項2または請求項3において、防護ループが支柱間に複数回巻き掛け可能なロープ長を有することを特徴とする、衝撃吸収柵。The shock absorbing fence according to claim 2 or 3, wherein the protection loop has a rope length that can be wound around the support a plurality of times. 所定の間隔を隔てて立設した支柱間に複数のロープを多段的に横架し、
多段的に配置した複数のロープに跨り、ロープの交差方向に向けて波状の連結材を配置し、
前記多段的に配置したロープと該連結材と交差部を締結具で締結し、
前記連結材により防護ループ間の口開きを一定に制限しつつ、
連結材の塑性変形により衝撃を吸収することを特徴とする、
衝撃吸収方法。
A plurality of ropes are laid in a multi-stage between struts erected at a predetermined interval,
Crossing multiple ropes arranged in multiple stages, arranging wavy connecting materials in the crossing direction of the ropes,
Fasten the multi-stage arranged rope and the connecting material and the intersection with a fastener,
While the opening between the protective loops is limited to a certain level by the connecting material,
The shock is absorbed by plastic deformation of the connecting material,
Shock absorption method.
ロープの端部近くを緩衝具で摺動可能に把持して防護ループを形成し、
所定の間隔を隔てて立設した支柱間に前記防護ループを多段的に巻き掛け、
前記複数の防護ループの片面または両面に前記連結材を交差方向に配置すると共に、防護ループと連結材の交差部を締結具で締結し、
前記防護ループによる緩衝作用と、防護ループと支柱の摺動抵抗と、連結材の塑性変形による緩衝作用により衝撃を吸収することと共に、
前記連結材によりロープ間の口開きを一定に制限することを特徴とする、
衝撃吸収方法。
Grip slidably with a shock absorber near the end of the rope to form a protective loop,
The protection loop is wound in a multistage manner between the support columns set up at a predetermined interval,
The connecting material is arranged in a crossing direction on one side or both sides of the plurality of protective loops, and a crossing portion of the protective loop and the connecting material is fastened with a fastener,
In addition to absorbing shock by the buffering action by the protective loop, the sliding resistance of the protective loop and the column, and the buffering action by plastic deformation of the connecting material,
The opening between the ropes is limited to a certain amount by the connecting material,
Shock absorption method.
JP2001379254A 2001-06-04 2001-12-12 Shock absorbing fence and shock absorbing method Expired - Fee Related JP3860741B2 (en)

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JP5047925B2 (en) * 2008-10-29 2012-10-10 帝人ファイバー株式会社 Protective body
JP4924992B2 (en) * 2008-11-27 2012-04-25 日本サミコン株式会社 Protective fence, its buffer structure unit and improved method using the same
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JP4590485B1 (en) * 2009-11-26 2010-12-01 株式会社プロテックエンジニアリング Shock absorber for protective fence network
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