JP3692457B2 - Shock absorbing fence and shock absorbing method - Google Patents

Shock absorbing fence and shock absorbing method Download PDF

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Publication number
JP3692457B2
JP3692457B2 JP2001168778A JP2001168778A JP3692457B2 JP 3692457 B2 JP3692457 B2 JP 3692457B2 JP 2001168778 A JP2001168778 A JP 2001168778A JP 2001168778 A JP2001168778 A JP 2001168778A JP 3692457 B2 JP3692457 B2 JP 3692457B2
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Japan
Prior art keywords
loop
protective
shock absorbing
shock
length
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JP2001168778A
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JP2002363921A (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し、防護ネットの変形力により衝撃力を吸収する「ノンスリップタイプ」と、摩擦抵抗式の緩衝具を用い摺動抵抗により衝撃を吸収する「スリップタイプ」に大別できる。
スリップタイプは図11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12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13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、受撃性能を飛躍的に向上させることができない。
【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、つぎの衝撃吸収技術を提供することにある。
▲1▼高い衝撃吸収性能を発揮できる衝撃吸収技術。
▲2▼受撃時における側方への張出量を抑制できる衝撃吸収技術。
▲3▼施工性に優れた衝撃吸収技術。
【0005】
【課題を解決するための手段】
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と、前記支柱間にループ状に巻き掛け可能な長さのロープ材の端部近くを緩衝具で把持した緩衝機能を有する複数の防護ループとよりなり、前記防護ループを前記支柱間にループ状に巻き掛けて多段的に横架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複数の支柱と、隣り合う支柱間にループ状に巻き掛け可能な長さのロープ材の端部近くを、余長部を残して緩衝具で把持して形成した複数の防護ループとよりなり、支柱を共有しつつ隣り合う支柱間に防護ループをループ状に巻き掛けて連鎖的に横架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、防護ループが支柱間にループ状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、請求項1または請求項2に記載の衝撃吸収柵である。
請求項4に係る発明は、所定の間隔を隔てて立設した支柱間にループ状に巻き掛け可能な長さのロープ材の端部近くを、余長部を形成して緩衝具で把持して防護ループを形成し、前記支柱間にループ状に巻き掛けて横架した防護ループの緩衝作用と、防護ループと支柱の摺動抵抗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。
【0006】
【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。
【0007】
<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の斜視図を示し、図2にその平面図を示す。
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とよりなる。
【0008】
<ロ>支柱
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、公知の各種素材を適用できる。
支柱20の断面形状は特に制限がないが、後述するように本例の衝撃吸収柵にあっては、受撃時に防護ループ30が支柱20の側面に当接しながら摺動することから、巻き掛け予定面が丸みを持った円弧面として形成するとよい。
防護ループ30の滑り落ちを防止するため、支柱20の側面に突起か窪み等を設けておく。
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。
尚、図示しないが支柱20の上部と斜面側との間には各種控ロープを斜めに配設しておく。この場合、控ロープの端部又は中間に摩擦抵抗式の緩衝具を介在させることが望ましい。
【0009】
<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材で、ロープ材の両端部近くの重合部を緩衝具40で把持してループ状に形成するとともに、緩衝具40の把持位置より先の範囲に夫々余長部31,31を形成する。
ロープ材の端にはストッパ32を設けて緩衝具40からの抜け出しを規制する。余長部31,31の設定長により多重ロープ30の摺動(スリップ)距離が決まる。
防護ループ30を構成するロープ材の長さは支柱20,20に巻き掛け可能な長さを有し、換言すれば各支柱20,20への巻き掛け長を含めて支柱20の立設間隔の二倍以上の長さで、支柱20,20間に巻き掛けたとき所定の長さの余長部31,31を確保できる長さに設定する。
【0010】
防護ループ30は隣り合う各支柱20,20間に水平方向に向けて弛みがなく、かつ受撃時に防護ループ30が支柱20の側面と摺動し得るように巻き掛ける。
また支柱間に一本のロープ材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を構成するロープ材が多重配置となり、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を構成するロープ材の径を小径に設計できる。
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。
防護ループ30の上下方向の配設間隔は、落石や雪崩等の透過を規制し得るように適宜選択して決定する。
【0011】
<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材の摺動を許容して衝撃力を減衰する器具である。
緩衝具40としては、例えば防護ループ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摩擦抵抗式の緩衝具を使用できるが、他にも緩衝作用を有する公知の器具や装置を使用可能である。
【0012】
本発明は支柱20を共有させて巻き掛けた防護ループ30にひとつの緩衝具40を装備するものであるから、図12,13に示すように支柱fや支柱fの両側に緩衝具eを設ける衝撃吸収柵と比べて緩衝具40の使用数を減らすことができる。
【0013】
【作用】
つぎに図2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に作用した場合の衝撃吸収作用について説明する。
【0014】
防護ループ30の前面(緩衝具40を設けていない側)に作用した衝撃力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)に伝達し、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。
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材に摺動が起きず、したがって防護ループ30のループ長は変わらない。
【0015】
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。
【0016】
衝撃力Fが緩衝具40の把持力を超えると、防護ループ30を構成するロープ材と緩衝具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を効果的に減衰する。
ロープ材と緩衝具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の減衰作用が進行する。
上記した防護ループ30のふたつの減衰(緩衝)作用は、余長部31,31が短くなってストッパ32が緩衝具40に当接するまで可能である。
【0017】
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。
【0018】
図3は各支柱に一端を固定してロープ材を配置し、両ロープ材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、ロープ材の余長部の距離lを0.5mとした場合、受撃後のロープ材の張出量Δyは1.25mとなる。
【0019】
図4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、ロープ材の余長部の距離lを0.5mとした場合、受撃後のロープ材の張出量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。
【0020】
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材の張出量は、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、ロープ材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。
【0021】
【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。
【0022】
図5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実施の形態を示す。
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。
【0023】
また図6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。
【0024】
【発明の実施の形態3】
また図7は支柱20,20間の同一高さでロープ材を二回以上巻き掛け可能な長さにした防護ループ30を用いた他の実施の形態を示す。
【0025】
また図8は支柱20,20の長手方向に沿って防護ループ30を構成するロープ材を二回以上ジグザグ状に巻き掛けた他の実施の形態を示す。
【0026】
図7,8に示した衝撃吸収柵において、防護ループ30の端部近くを緩衝具40で把持する点や、余長部31,31を形成する点は既述した実施の形態と同様である。
【0027】
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。
【0028】
【発明の実施の形態4】
図9は防護ループ30,30……に交差させて縦方向連結索50を追加して取り付けた他の実施の形態を示す。
縦方向連結索50を配置して格子状に形成するのは、衝撃吸収柵の受撃面となる片側のみでよい。
【0029】
縦方向連結索50は例えばチェーンやロープ材を使用できる。
縦方向連結索50にチェーンを用いた場合は、チェーンを構成する単環に各防護ループ30を挿通させて配置し、チェーンを各防護ループ30,30……の口開き防止部材として活用する。
縦方向連結索50にロープ材を用いた場合は、縦方向連結索50と各防護ループ30,30……の交差部に図示しない摩擦抵抗式の緩衝具を取着すると、各防護ループ30,30……の口開き防止だけでなく、交差部の摩擦摺動による緩衝作用も発揮できて、高性能の衝撃吸収柵を提供できる。
【0030】
【発明の実施の形態5】
図10は支柱20,20の一側に巻掛用の突起体21を多段的に設け、隣り合うこれらの突起体21,21の間に防護ループ30を巻き掛けた他の実施の形態を示す。
本例ではひとつの突起体21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。
【0031】
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21の先端を膨出成形したりしておくことが望ましい。
【0032】
【発明の実施の形態6】
以上はロープ材の両端部近くの重合部を緩衝具40で把持し、両ロープ材に夫々余長部31,31を形成した場合について説明したが、ロープ材の一端を緩衝具40に非摺動状態で固定すると共に、ロープ材の他端の端部近くを緩衝具40に把持して余長部31をひとつだけ形成する場合もある。
【0033】
【発明の効果】
本発明は次の効果を得ることができる。
<イ>支柱間に緩衝機能を有する防護ループを巻き掛けるので、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。
【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斜視図
【図2】 その平面図
【図3】 対比用柵のロープ材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4】 本発明に係る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5】 支柱間にロープ材を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6】 ロープ材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7】 支柱間にロープ材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8】 支柱間にロープ材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9】 防護ループに交差して連結索を配置してネット状に形成した他の実施の形態に係る衝撃吸収柵の斜視図
【図10】 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11】 本発明が前提とする防護ネットの説明図
【図12】 本発明が前提とする衝撃吸収柵の説明図
【図13】 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 縦方向連結索
[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 composed of struts erected on the slope at a predetermined interval and a rope-like protective net installed between these struts, and absorbs the impact force by the deformation force of the protective net. It can be broadly classified into “non-slip type” and “slip type” that uses a friction resistance type shock absorber to absorb impact by sliding resistance.
In the slip type, as shown in FIG. 11, a shock absorber e is provided at the intersection of the crossed ropes d, and a horizontal rope g straddling a plurality of shock absorbers e provided in each support column f as shown in FIG. 12. 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: the protective net is single, and the rope diameter that can be used is limited, so the receiving performance cannot be dramatically improved.
[0004]
This invention is made | formed in view of the above point, The place made into the objective is to provide the following shock absorption technique.
(1) Shock absorption technology that can exhibit high shock absorption performance.
(2) Shock absorption technology that can suppress the amount of overhang when receiving.
(3) Shock absorption technology with excellent workability.
[0005]
[Means for Solving the Problems]
The invention according to claim 1, a post erected at predetermined intervals, the buffer function of both ends near the wound possible length of the rope material into a loop and gripped by bumper between said post An impact absorbing fence comprising a plurality of protective loops, wherein the protective loops are looped between the support columns in a loop shape and horizontally mounted.
The invention according to claim 2, a plurality of struts erected at predetermined intervals, near both ends of the rope material wrapping possible length in a loop between adjacent struts, the extra length portion It consists of a plurality of protective loops that are formed by holding them with shock absorbers. The impact is characterized in that the protective loops are looped around adjacent struts while sharing the struts and looped horizontally in a chain. Absorption fence.
The invention according to claim 3 is the impact absorbing fence according to claim 1 or 2, characterized in that the protective loop has a rope length that can be wound between the support columns in a loop shape a plurality of times.
The invention according to claim 4, gripped by Near both ends of the rope material wrapping possible length in a loop between the mounting posts erected at predetermined intervals, bumper forms the extra length portion protection loop is formed by, characterized in that it absorbs the buffering action of the protection loops lateral bridging wound around in a loop between the posts, the impact by sliding resistance of the protection loops and struts, shock absorption method It is.
[0006]
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiment 1
Embodiments of the present invention will be described below with reference to the drawings.
[0007]
<A> Configuration of Shock Absorbing Fence FIG. 1 is a perspective view of a shock absorbing fence 10 partially broken, and FIG. 2 is a plan view thereof.
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 these support columns 20, 20, and near the end of the protection loop 30. And a friction resistance type shock absorber 40 holding the
[0008]
<B> The column 20 is, for example, a steel pipe, a concrete-filled steel tube, a concrete column, an elastic column, and various known materials can be applied.
The cross-sectional shape of the support column 20 is not particularly limited. However, in the shock absorbing fence of this example as will be described later, the protective loop 30 slides while contacting the side surface of the support column 20 at the time of impact. The planned surface may be formed as a round arc surface.
In order to prevent the protective loop 30 from slipping down, a protrusion or a depression is provided on the side surface of the support column 20.
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.
Although not shown in the drawing, various holding ropes are disposed obliquely between the upper portion of the support column 20 and the slope side. In this case, it is desirable to place a frictional resistance type shock absorber at the end or middle of the holding rope.
[0009]
<C> Protective loop The protective loop 30 is a rope material such as a PC steel wire having excellent tensile strength and a steel wire from PC, and the overlapping portion near both ends of the rope material is gripped by the buffer 40 and formed into a loop shape. In addition, the extra length portions 31 and 31 are formed in ranges beyond the gripping position of the shock absorber 40, respectively.
A stopper 32 is provided at the end of the rope material to restrict the escape from the shock absorber 40. The sliding (slip) distance of the multiple ropes 30 is determined by the set length of the extra length portions 31 and 31.
The length of the rope material constituting the protective loop 30 has a length that can be wound around the support columns 20, 20. In other words, the length of the upright interval of the support columns 20 including the winding length around each support column 20, 20 is as follows. The length is set to a length that can secure the extra length portions 31 and 31 having a predetermined length when wound between the support columns 20 and 20 with a length of twice or more.
[0010]
The protective loop 30 is wound so that there is no slack in the horizontal direction between the adjacent struts 20, 20 and the protective loop 30 can slide on the side surface of the strut 20 at the time of impact.
If the same level of shock absorption performance as that of a conventional fence with a single rope member placed horizontally between struts is secured, the rope members constituting the protective rope 30 are arranged in multiple layers, and the force is limited within the loop formation range. Therefore, the diameter of the rope material constituting the protective loop 30 can be designed to be small.
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.
The vertical interval of the protection loop 30 is selected and determined as appropriate so that the transmission of falling rocks, avalanches and the like can be regulated.
[0011]
<D> Shock absorber The shock absorber 40 grips the overlapping portion of the protective loop 30 and allows the rope material to slide and impact when the tensile force acting on the protective loop 30 exceeds the frictional resistance force of the gripping portion. An instrument that attenuates force.
As the shock absorber 40, for example, a friction resistance type 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 materials can be used. A known instrument or device having an action can be used.
[0012]
In the present invention, a single shock absorber 40 is mounted on the protective loop 30 that is wound around the support column 20, and therefore, the shock absorber e is provided on both sides of the support column f and the support column f as shown in FIGS. The number of shock absorbers 40 used can be reduced compared to the shock absorbing fence.
[0013]
[Action]
Next, the impact absorbing action when various impact forces F act on the impact absorbing fence 10 from the upper side to the lower side in FIG. 2 will be described.
[0014]
The impact force F acting on the front surface of the protective loop 30 (the side on which the shock absorber 40 is not provided) 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. Acts as a uniform tensile force over the entire length of the 30 loops.
As long as the tensile force does not exceed the gripping force of the shock absorber 40 of the protective loop 30, the rope material does not slide, and therefore the loop length of the protective loop 30 does not change.
[0015]
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.
[0016]
When the impact force F exceeds the gripping force of the shock absorber 40, it slides (slips) between the rope material constituting the protective loop 30 and the shock absorber 40, and the impact force F is effectively reduced by the frictional resistance during sliding. Attenuates.
Along with the start of sliding between the rope member and the shock absorber 40, the loop length of the protective loop 30 becomes longer, and sliding also occurs at the winding portion between the protective loop 30 and the side surface of the support column 20. The damping action of the impact force F proceeds also by the frictional resistance of the winding portion.
The two damping (buffering) actions of the protective loop 30 described above are possible until the surplus length portions 31, 31 are shortened and the stopper 32 abuts against the buffer 40.
[0017]
Further, as will be described later, the shock absorbing fence 10 according to the present invention requires only a small amount of protrusion of the protective loop 30 to the side.
[0018]
Fig. 3 shows a model diagram of a single type of shock absorbing fence for comparison, in which one end is fixed to each column, rope material is arranged, and the center of the overlapping portion of both rope materials is held by a shock absorber (not shown). (A) of the figure shows the state before the impact, and (B) at the same time shows the state after the impact. When the distance L between the struts is 6 m, for example, and the distance l of the extra length of the rope material is 0.5 m, the protruding amount Δy 1 of the rope material after receiving is 1.25 m.
[0019]
FIG. 4 shows a model diagram of the shock absorbing fence according to the present invention in which a protective loop is spanned between the columns. FIG. 4A shows a state before the impact, and FIG. Shows the state after the shot.
When the distance L between the struts is 6 m, for example, and the distance l of the extra length of the rope material is 0.5 m, the protruding amount Δy 2 of the rope material after receiving is 0.875 m. However, the length of the winding part of the protective loop was ignored to simplify the calculation.
[0020]
Thus, the protruding amount of the rope member when the sliding amount (energy absorption amount) is the same 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. is there.
In addition, the shock absorbing fence 10 according to the present invention not only reduces the diameter of the rope material but also excels in terms of shear strength compared to the single type.
[0021]
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.
[0022]
FIG. 5 shows another embodiment in which a protective loop 30 is arranged in a shape of a plane eight between the support pillars 20 and 20 and wound around.
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.
[0023]
Further, as shown in FIG. 6, 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 enhanced.
[0024]
Embodiment 3 of the Invention
FIG. 7 shows another embodiment using a protective loop 30 having a length that allows the rope material to be wound twice or more at the same height between the support columns 20 and 20.
[0025]
FIG. 8 shows another embodiment in which the rope material constituting the protective loop 30 is wound in a zigzag manner twice or more along the longitudinal direction of the support columns 20.
[0026]
In the shock absorbing fence shown in FIGS. 7 and 8, the point that the end portion of the protective loop 30 is gripped by the shock absorber 40 and the extra length portions 31 and 31 are formed are the same as in the above-described embodiment. .
[0027]
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.
[0028]
Embodiment 4 of the Invention
FIG. 9 shows another embodiment in which a longitudinal connecting line 50 is additionally attached so as to cross the protective loops 30, 30.
The vertical connection cable 50 may be arranged and formed in a lattice shape only on one side serving as the receiving surface of the shock absorbing fence.
[0029]
For example, a chain or a rope material can be used for the vertical connection cable 50.
When a chain is used for the longitudinal connection cable 50, the protective loops 30 are inserted through the single rings constituting the chain, and the chain is used as an opening preventing member for the protective loops 30, 30.
When a rope member is used for the longitudinal connecting line 50, if a friction resistance type shock absorber (not shown) is attached to the intersection of the longitudinal connecting line 50 and each protective loop 30, 30,. In addition to preventing the opening of 30 ..., it can also exhibit a buffering action by frictional sliding at the intersection, thereby providing a high-performance shock absorbing fence.
[0030]
Embodiment 5 of the Invention
FIG. 10 shows another embodiment in which protrusions 21 for winding are provided in multiple stages on one side of the support columns 20 and 20 and a protective loop 30 is wound between the adjacent protrusions 21 and 21. .
In this example, a case where one protective loop 30 is wound around one protrusion 21 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.
[0031]
Further, it is desirable to arrange the protection loop 30 on the side facing the receiving direction of the support column 20 or to bulge the tip of the protrusion 21 so that the protection loop 30 does not come off during the receiving.
[0032]
Embodiment 6 of the Invention
Although the above description has been given of the case where the overlapping portions near both ends of the rope material are gripped by the shock absorber 40 and the extra length portions 31 are formed on both rope materials, respectively, one end of the rope material is not slid on the shock absorber 40. In addition to fixing in a moving state, there may be a case where only one extra length portion 31 is formed by gripping the vicinity of the end of the other end of the rope member by the buffer 40.
[0033]
【The invention's effect】
The present invention can obtain the following effects.
<A> Since a protective loop having a buffering function is wound between the support columns, 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> Since the amount of overhang of the protective loop can be reduced as compared with a fence on which a planar protective net is arranged, it is advantageous when installed on a site where the amount of overhang is limited, such as on the road.
<C> Since the number of shock absorbers used 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 is wound, the impact absorption performance of the entire fence can be dramatically improved.
[Brief description of the drawings]
FIG. 1 is a perspective view of an impact absorbing fence according to Embodiment 1 of the present invention. FIG. 2 is a plan view thereof. FIG. 3 is a model diagram for explaining an amount of rope material of a contrast fence. FIG. 4A is a model diagram for explaining the extension amount of the protection loop according to the present invention, and FIG. 4A is a model before the impact. Model diagram of (B) after the impact [Fig. 5] Explanatory diagram of another protection loop wrapping rope material around the strut 8 o'clock [Fig. 6] Rope material strut Fig. 7 is an explanatory diagram of the other protective loops wound around the pole. Fig. 7 is an explanatory diagram of the other protective loops wrapped around the struts. Fig. 8 is a rope member between the struts. Explanatory drawing of the winding form of other protective loops wound in a zigzag shape. [Fig. 9] A net with connecting ropes crossing the protective loops. FIG. 10 is an explanatory view according to another embodiment in which a protection loop is horizontally mounted on one side of a support column, and (A) is partially omitted. A plan view of the shock absorbing fence, (B) is a front view with a part omitted. [FIG. 11] An explanatory diagram of the protective net assumed by the present invention. [FIG. 12] An explanatory diagram of the shock absorbing fence assumed by the present invention. FIG. 13 is an explanatory diagram of another shock absorbing fence assumed by the present invention.
10 Shock Absorbing Fence 20 Post 30 Protective Loop 31 Extra Length 32 Stopper 40 Buffer 50 Longitudinal Connecting Rope

Claims (4)

所定の間隔を隔てて立設した支柱と、
前記支柱間にループ状に巻き掛け可能な長さのロープ材の端部近くを緩衝具で把持した緩衝機能を有する複数の防護ループとよりなり、
前記防護ループを前記支柱間にループ状に巻き掛けて多段的に横架したことを特徴とする、
衝撃吸収柵。
Struts erected at a predetermined interval;
Becomes more and more protection loop with a cushioning function of both ends near the wound possible length of the rope material into a loop and gripped by bumper between said post,
The protective loop is wound in a loop shape between the support columns and is horizontally mounted in a multistage manner ,
Shock absorbing fence.
所定の間隔を隔てて立設した複数の支柱と、
隣り合う支柱間にループ状に巻き掛け可能な長さのロープ材の端部近くを、余長部を残して緩衝具で把持して形成した複数の防護ループとよりなり、
支柱を共有しつつ隣り合う支柱間に防護ループをループ状に巻き掛けて連鎖的に横架したことを特徴とする、
衝撃吸収柵。
A plurality of support columns standing at predetermined intervals;
Both ends near the loop allows wound length of rope material between struts adjacent, more becomes more protective loops formed by gripping with bumper leaving extra length portion,
It is characterized in that a protective loop is wrapped around in a loop between adjacent struts while sharing the struts, and is laid in a chain .
Shock absorbing fence.
防護ループが支柱間にループ状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、請求項1または請求項2に記載の衝撃吸収柵。The shock absorbing fence according to claim 1 or 2, wherein the protective loop has a rope length that can be wound around the support column in a loop shape a plurality of times. 所定の間隔を隔てて立設した支柱間にループ状に巻き掛け可能な長さのロープ材の端部近くを、余長部を形成して緩衝具で把持して防護ループを形成し、
前記支柱間にループ状に巻き掛けて横架した防護ループの緩衝作用と、防護ループと支柱の摺動抵抗により衝撃を吸収することを特徴とする、
衝撃吸収方法。
Near both ends of the rope material wrapping possible length in a loop between the mounting posts erected at a predetermined interval, and gripped by bumper to form a protective loop to form the elongated portion,
It is characterized by absorbing shock by the buffering action of the protective loop that is wound around in a loop between the support columns and the sliding resistance of the protection loop and the support columns,
Shock absorption method.
JP2001168778A 2001-06-04 2001-06-04 Shock absorbing fence and shock absorbing method Expired - Lifetime JP3692457B2 (en)

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JP4580776B2 (en) * 2005-02-15 2010-11-17 日鐵住金建材株式会社 Wire rope type rockfall protection fence
JP4739992B2 (en) * 2005-03-09 2011-08-03 新日本製鐵株式会社 Rockfall prevention fence, structure equipped with rockfall prevention fence, and construction method of rockfall prevention fence
JP4874925B2 (en) * 2007-10-10 2012-02-15 新日本製鐵株式会社 Prevention fence such as falling rocks
JP5357592B2 (en) * 2009-03-25 2013-12-04 日本サミコン株式会社 Protective fence
WO2016084337A1 (en) * 2014-11-28 2016-06-02 株式会社プロテックエンジニアリング Protective structural body with flexible structure
WO2018051382A1 (en) * 2016-09-13 2018-03-22 株式会社プロテックエンジニアリング Permeation-type capturing structure
JP7060341B2 (en) * 2017-06-28 2022-04-26 Jfe建材株式会社 Compression device and collapse prevention device
WO2023281734A1 (en) * 2021-07-09 2023-01-12 東京製綱株式会社 Falling rock protection fence
JP7450996B1 (en) 2023-06-16 2024-03-18 ベルテクス株式会社 protective fence

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