JP2002363921A - Shock absorbing fence, and shock absorbing method - Google Patents
Shock absorbing fence, and shock absorbing methodInfo
- Publication number
- JP2002363921A JP2002363921A JP2001168778A JP2001168778A JP2002363921A JP 2002363921 A JP2002363921 A JP 2002363921A JP 2001168778 A JP2001168778 A JP 2001168778A JP 2001168778 A JP2001168778 A JP 2001168778A JP 2002363921 A JP2002363921 A JP 2002363921A
- Authority
- JP
- Japan
- Prior art keywords
- shock absorbing
- loop
- protective
- length
- shock
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
Description
【0001】[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。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an impact absorbing fence and an impact absorbing method for absorbing an impact force such as falling rocks, avalanches, landslides and the like.
【0002】[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。2. Description of the Related Art A shock absorbing fence has as its basic components a pillar standing upright on a slope at a predetermined distance and a rope protection net suspended between these pillars, and is formed by the deformation force of the protection net. "Non-slip type" that absorbs impact force,
It can be broadly classified into "slip type", which absorbs impact by sliding resistance using a friction resistance type shock absorber. The slip type has a form in which a shock absorber e is provided at the intersection of the ropes d crossed as shown in FIG. 11 and a horizontal rope g straddling a plurality of shock absorbers e provided on each support f as shown in FIG. And the form in which both ends of the horizontal rope g are gripped by the shock absorber e for each column f, as shown in FIG.
【0003】[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。The conventional shock absorbing fence has the following problems. <B> The non-slip type not only has a lower impact absorbing performance due to the protective net than the slip type, but also requires a large and heavier fence to be designed, resulting in a high impact absorbing cost. <B> Due to the large amount of deformation of the protective net during non-slip, the use of the slip type will not be adopted when the fence installation site approaches various transportation facilities (roads and railways) or houses. , Installation site is limited.
Further, since a large number of shock absorbers are used, it takes a lot of trouble and time to install the shock absorbers and grip the rope. <C> As a difficulty common to both types, since the protective net is single-layered and the usable rope diameter is limited, the receiving performance cannot be significantly improved.
【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。 高い衝撃吸収性能を発揮できる衝撃吸収技術。 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。 施工性に優れた衝撃吸収技術。The present invention has been made in view of the above points, and an object of the present invention is to provide the following shock absorbing technology. Shock absorption technology that can demonstrate high shock absorption performance. Shock absorption technology that can suppress the amount of protrusion to the side during a strike. Shock absorption technology with excellent workability.
【0005】[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と、前記支柱
間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付き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多段的に巻き掛
けて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、衝撃吸収柵である。請求項3に
係る発明は、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、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。In other words, the invention according to the first aspect of the present invention is to provide a shock absorber for supporting a column which is erected at a predetermined interval and near the end of a rope material having a length which can be wound around the column. A shock-absorbing fence comprising a plurality of protection loops having a buffering function gripped in a manner, wherein the protection loops are wound around the support posts in a multi-stage manner. The invention according to claim 2 is a shock absorber with a plurality of pillars erected at predetermined intervals and near the end of a rope material having a length that can be wound between adjacent pillars, leaving an extra length. A shock absorbing fence comprising a plurality of protective loops formed by being gripped with a support pillar, wherein the protective loops are chained around adjacent support columns while sharing a support column, and are horizontally mounted. The invention according to claim 3 is 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 posts a plurality of times. According to a fourth aspect of the present invention, there is provided a protective loop in which an extra length is formed near the end of a rope material having a length that can be wound between columns erected at predetermined intervals, and the extra length is formed with a shock absorber. The shock absorbing method is characterized in that a shock is absorbed by a buffering action of a protection loop wrapped around the support and horizontally, and a sliding resistance between the protection loop and the support.
【0006】[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。Embodiment 1 Hereinafter, an embodiment of the present invention will be described with reference to the drawings.
【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。<A> Configuration of Shock Absorbing Fence FIG. 1 is a perspective view of a partially broken shock absorbing fence 10,
FIG. 2 shows a plan view thereof. Shock absorbing fence 10 according to the present invention
Is a plurality of pillars 20 erected at predetermined intervals, a protective loop 30 wrapped around these pillars 20, 20, and a frictional shock absorbing buffer gripping near the end of the protective loop 30. Tool 40.
【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。<B> Supports The support 20 is, for example, a steel pipe, a concrete-filled steel pipe, a concrete pillar, an elastic support, or the like, to which various known materials can be applied. The cross-sectional shape of the column 20 is not particularly limited. However, in the shock absorbing fence of the present embodiment, as will be described later, the protective loop 30 slides while abutting on the side surface of the column 20 when receiving an impact. The predetermined surface may be formed as a rounded arc surface. To prevent the protective loop 30 from slipping down,
Protrusions or depressions are provided on the side surfaces of the support 20. Further, the lower portion of the 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 tiltable by adopting a hinge structure. Although not shown, various stay ropes are obliquely arranged between the upper part of the support 20 and the slope side. In this case, it is desirable to interpose a frictional resistance type shock absorber at the end or middle of the stay rope.
【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、P
C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3
1,31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3
1,31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。<C> Protective loop The protective loop 30 is made of, for example, PC steel wire, P
With a rope material such as a steel wire from C, the overlapped portion near both ends of the rope material is gripped by the shock absorber 40 to form a loop shape, and each of the extra length portions 3 is located in a range beyond the gripping position of the shock absorber 40.
1, 31 are formed. A stopper 32 is provided at the end of the rope material to prevent the rope material from coming out of the shock absorber 40. Extra length 3
The sliding length of the multiplex rope 30 is determined by the set lengths of 1, 31. The length of the rope material constituting the protective loop 30 has a length that can be wound around the posts 20, 20;
In other words, the length of the support posts 20, 20, including the length of the support posts 20, 20 wrapped around the support posts 20, 20, is at least twice the standing interval of the support posts 20.
The length is set to a length that can secure the extra length portions 31, 31 of a predetermined length when wound around.
【0010】防護ループ30は隣り合う各支柱20,2
0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。[0010] The protective loop 30 is connected to each of the adjacent columns 20,2.
The protective loop 30 is wound so that there is no slack in the horizontal direction between 0 and the protective loop 30 can slide on the side surface of the support 20 when receiving a shock. If the same level of shock absorption performance as that of a conventional fence in which one rope material is laid between supports is ensured, the rope materials constituting the protective rope 30 are arranged in multiple layers, and the force in the loop formation range is increased. Can be transmitted and dispersed, so that the diameter of the rope material constituting the protection loop 30 can be designed to be small. When there are three or more columns 20, the protective loops 30, 30 are wound around the columns 20 located between the terminal columns from both directions except for the columns of the terminals.
The protection loops 30 are wrapped in a chain so as to be laterally mounted so that each support 20 has a shared relationship with the left and right protection loops 30, 30. The intervals at which the protection loops 30 are arranged in the vertical direction are appropriately selected and determined so as to restrict the transmission of falling rocks, avalanches, and the like.
【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3
0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。<D> Shock Absorber The shock absorber 40 grips the overlapped portion of the protective loop 30, and allows the rope material to slide when the tensile force acting on the protective loop 30 exceeds the frictional resistance of the gripped portion. It is a device that attenuates the impact force. As the shock absorber 40, for example, the protection loop 3
A frictional resistance type shock absorber consisting of a plurality of plate members capable of gripping the overlapping portion of 0 and bolts capable of fastening between these plate members can be used. Can be used.
【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。In the present invention, the protective loop 30 wound around the support 20 is provided with one shock absorber 40. Therefore, as shown in FIGS. e compared to the shock absorbing fence provided with
Can be used less.
【0013】[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。Next, a description will be given of the shock absorbing action when various impact forces F act on the shock absorbing fence 10 from above to below in FIG.
【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。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 rear surface of the protective loop 30 (the side on which the shock absorber 40 is provided) through a portion wound around the column 20. , Acts as a uniform pulling force over the entire length of the protective loop 30. As long as the pulling force does not exceed the gripping force of the shock absorber 40 of the protection loop 30, sliding does not occur on the rope material, and therefore the loop length of the protection loop 30 does not change.
【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。The adjacent protective loops 30, 30 are
The impact force F is transmitted to the protection loop 30 and the strut 20 where the impact force F does not directly act, and is dispersed by the plurality of protection loops 30 and the plurality of struts 20. Supported.
【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3
1,31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。When the impact force F exceeds the gripping force of the shock-absorbing device 40, it slides (slip) between the rope material constituting the protection loop 30 and the shock-absorbing device 40, and the impact force F due to frictional resistance during sliding. Effectively attenuate. With the start of the sliding between the rope material and the shock absorber 40, the loop length of the protection loop 30 becomes longer, and the sliding occurs at the winding portion between the protection loop 30 and the side surface of the column 20. The damping effect of the impact force F also progresses due to the frictional resistance of the winding portion. The two damping (buffering) effects of the protective loop 30 described above are due to the extra length 3
This is possible until the stoppers 32 abut against the shock absorber 40 when the lengths of the stoppers 1 and 31 are shortened.
【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。Further, as will be described later, the impact absorbing fence 10 according to the present invention requires only a small amount of protrusion of the protective loop 30 to the side.
【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Δy1は
1.25mとなる。FIG. 3 is a model diagram of a single type contrasting shock absorbing fence in which one end is fixed to each support and a rope material is arranged, and the center of the overlapping portion of both rope materials is gripped by a buffer (not shown). In the figure, (A) shows a state before receiving, and (B) shows a state after receiving. The distance L between the columns is, for example, 6 m, and the distance l of the extra length of the rope material is 0.
If a 5 m, bulging amount [Delta] y 1 rope material after受撃becomes 1.25 m.
【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Δy2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。FIG. 4 is a model diagram of the shock absorbing fence according to the present invention in which a protective loop is stretched between the columns, and FIG. 4A shows a state before receiving a shock, and FIG. ) Indicates the state after receiving. Distance L, for example, 6m between struts, and the distance l of extra length portion of the rope material was changed to 0.5 m, bulging amount [Delta] y 2 rope material after受撃becomes 0.875 m. However, in order to simplify the calculation, the length of the wrap portion of the protective loop was ignored.
【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。In the case where the sliding amount (energy absorption amount) is the same, the amount of overhang of the rope material is smaller in the protection loop 30 than in the case of the present invention, and when the shock absorbing fence 10 is installed near a road or the like. Is advantageous. Further, the shock absorbing fence 10 according to the present invention not only can reduce the diameter of the rope material, but also has an advantage in shear strength as compared with the single type.
【0021】[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。Embodiment 2 Hereinafter, another embodiment will be described. In the description, the same parts as those in the above-described first embodiment are denoted by the same reference numerals, and detailed description thereof will be omitted.
【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。FIG. 5 shows a protective loop 30 between the columns 20, 20.
Another embodiment is shown in which is arranged in an eight-shape in a plane and is wound. In this example, the winding angle (wrapping length) of the protection loop 30 with respect to the support post 20 is longer than that in the first embodiment, so that the sliding resistance at the time of receiving is increased and the shock absorbing performance is improved. it can.
【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。As shown in FIG. 6, when the protection loop 30 is wound around the support 20 once or plural times around the entire circumference, the sliding resistance between the protection loop 30 and the support 20 is increased, and the shock absorbing performance is further improved. it can.
【0024】[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。Third Embodiment FIG. 7 shows another embodiment using a protective loop 30 having a length at which the rope material can be wound twice or more at the same height between the columns 20, 20.
【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。FIG. 8 shows another embodiment in which the rope material constituting the protective loop 30 is wound twice or more in a zigzag manner along the longitudinal direction of the columns 20, 20.
【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。In the shock absorbing fence shown in FIGS. 7 and 8, a point near the end of the protective loop 30 is gripped by the shock absorber 40,
The formation of the extra-length portions 31, 31 is the same as in the above-described embodiment.
【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。In this embodiment, the dispersion of the impact force is improved by the increase in the number of times the protective loop 30 is wound.
【0028】[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。Fourth Embodiment FIG. 9 shows a protection loop 30, 30,.
... shows another embodiment in which a vertical connecting cable 50 is additionally attached so as to intersect with. It is sufficient that the vertical connecting cords 50 are arranged and formed in a lattice shape only on one side which is a receiving surface of the shock absorbing fence.
【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30,3
0……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。For the vertical connecting cable 50, for example, a chain or a rope material can be used. When a chain is used for the vertical connecting cable 50, each protection loop 30
And insert the chain into each protective loop 30, 3
It is used as a member for preventing the opening of 0 ... When a rope material is used for the vertical connecting cable 50, a frictional resistance type buffer (not shown) is attached to the intersection of the vertical connecting cable 50 and each of the protective loops 30, 30,. 30 ...
.. Can not only prevent the opening, but also exhibit a buffering effect due to frictional sliding at the intersection, and can provide a high-performance shock absorbing fence.
【0030】[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。Fifth Embodiment FIG. 10 shows a structure in which projections 21 for winding are provided on one side of columns 20, 20 in multiple stages, and a protective loop 30 is wound between these adjacent projections 21, 21. Another embodiment is shown. In this example, a case where one protection loop 30 is wound around one protrusion 21 is shown.
The projections 21 may be shared by winding the projections 30 together.
【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。Further, it is desirable to arrange the protection loop 30 on the side of the support 20 facing the receiving direction so that the protection loop 30 does not come off when receiving, or to form the tip of the projection 21 by bulging. .
【0032】[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。[Embodiment 6] In the above, the case where the overlapped portions near both ends of the rope material are gripped by the shock absorber 40 and the extra length portions 31, 31 are formed on both rope materials has been described. While fixing one end to the shock absorber 40 in a non-sliding state,
In some cases, the buffer member 40 grips the vicinity of the other end of the other end of the rope material to form only one extra-length portion 31.
【0033】[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。According to the present invention, the following effects can be obtained. <A> Since a protective loop having a cushioning function is wound between the columns, the dispersibility of the impact force and the shear strength can be improved, and a shock absorbing fence having high shock absorbing performance can be provided. <B> Compared to a fence in which a flat protective net is arranged, the amount of overhang of the protective loop can be reduced, which is advantageous when installing on a site where the amount of overhang is limited, such as at the side of a road. <C> Since the number of buffers used is small, the time, labor, and economic burden required for the construction of the fence can be significantly reduced. <D> Since the dispersion performance of the impact force increases in proportion to the number of windings of the protective loop, the shock absorption performance of the entire fence can be dramatically improved.
【図1】 本発明の実施の形態1に係る衝撃吸収柵の斜
視図FIG. 1 is a perspective view of a shock absorbing fence according to Embodiment 1 of the present invention.
【図2】 その平面図FIG. 2 is a plan view thereof.
【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FIG. 3 is a model diagram for explaining the amount of overhang of the rope material of the comparison fence, where (A) is a model diagram before receiving, and (B) is a model diagram after receiving.
【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FIGS. 4A and 4B are model diagrams for explaining the amount of overhang of the protective loop according to the present invention, wherein FIG.
Is the model after the shot
【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FIG. 5 is an explanatory view of a form in which another protective loop in which a rope material is wrapped between pillars at 8 o'clock.
【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FIG. 6 is an explanatory diagram of a winding form of another protective loop in which a rope material is wound around a support.
【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FIG. 7 is an explanatory view of a winding form of another protective loop in which a rope material is wrapped between supports in a multiplex manner.
【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FIG. 8 is an explanatory view of a winding form of another protective loop in which a rope material is wound in a zigzag manner between supports.
【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FIG. 9 is a perspective view of a shock absorbing fence according to another embodiment in which connecting ropes are arranged so as to intersect with a protective loop and are formed in a net shape.
【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10A and 10B are explanatory views according to another embodiment in which a protective loop is laterally mounted on one side of a column, where FIG. 10A is a plan view of a shock absorbing fence with a part thereof omitted, and FIG. Front view
【図11】 本発明が前提とする防護ネットの説明図FIG. 11 is an explanatory diagram of a protective net based on the present invention.
【図12】 本発明が前提とする衝撃吸収柵の説明図FIG. 12 is an explanatory view of a shock absorbing fence based on the present invention.
【図13】 本発明が前提とする他の衝撃吸収柵の説明
図FIG. 13 is an explanatory view of another shock absorbing fence based on the present invention.
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 DESCRIPTION OF SYMBOLS 10 Shock absorption fence 20 Prop 30 Protective loop 31 Extra length 32 Stopper 40 Shock absorber 50 Vertical connecting cable
───────────────────────────────────────────────────── フロントページの続き (72)発明者 南和夫 富山県射水郡小杉町南太閤山13−33 (72)発明者 塩見昌紀 東京都中央区東日本橋2−24−14 日本ゼ ニスパイプ株式会社内 Fターム(参考) 2D001 PA05 PA06 PB04 PD05 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Minoru Kazuo 13-33 Minami-Taikoyama, Kosugi-cho, Imizu-gun, Toyama (72) Inventor Masaki Shiomi 2-24-14 Higashi-Nihonbashi, Chuo-ku, Tokyo Japan Zenith Pipe Co., Ltd. F Terms (Reference) 2D001 PA05 PA06 PB04 PD05
Claims (4)
を緩衝具で把持した緩衝機能付き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多段的に巻き掛けて横架
したことを特徴とする、 衝撃吸収柵。A plurality of supporting loops having a buffering function, wherein the supporting columns are provided to stand up at predetermined intervals and have a buffering function near an end of a rope member having a length that can be wound between the supporting columns. A shock absorbing fence, wherein the protection loop is wound around the support column in multiple stages and is horizontally mounted.
柱と、 隣り合う支柱間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。2. A plurality of pillars erected at predetermined intervals and a portion of the rope material having a length that can be wound between adjacent pillars is gripped by a buffer with an extra length remaining. A shock absorbing fence comprising a plurality of protective loops formed by forming a protective support loop, wherein the protective loops are chained around adjacent support columns while sharing a support column.
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。3. The shock absorbing fence according to claim 1, wherein the protective loop has a rope length capable of being wound around the support column a plurality of times.
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。4. A protection loop is formed by forming a surplus portion near the end of a rope material having a length that can be wound between columns erected at a predetermined interval and holding it with a shock absorber. A shock absorbing method, wherein a shock is absorbed by a buffering action of a protection loop wrapped around the support and horizontally, and a sliding resistance between the protection loop and the support.
Priority Applications (3)
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JP2001168778A JP3692457B2 (en) | 2001-06-04 | 2001-06-04 | Shock absorbing fence and shock absorbing method |
TW091111781A TW533256B (en) | 2001-06-04 | 2002-05-31 | Shock absorbing fence and shock absorbing method thoerof |
KR1020020031322A KR100875699B1 (en) | 2001-06-04 | 2002-06-04 | Shock Absorber and Shock Absorption Method |
Applications Claiming Priority (1)
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JP2001168778A JP3692457B2 (en) | 2001-06-04 | 2001-06-04 | Shock absorbing fence and shock absorbing method |
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JP2002363921A true JP2002363921A (en) | 2002-12-18 |
JP3692457B2 JP3692457B2 (en) | 2005-09-07 |
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ID=19010952
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JP2001168778A Expired - Lifetime JP3692457B2 (en) | 2001-06-04 | 2001-06-04 | Shock absorbing fence and shock absorbing method |
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Cited By (9)
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---|---|---|---|---|
JP2006225879A (en) * | 2005-02-15 | 2006-08-31 | Nippon Steel Metal Prod Co Ltd | Wire rope type rock-fall prevention fence |
JP2006283552A (en) * | 2005-03-09 | 2006-10-19 | Nippon Steel Corp | Falling-rock preventive fence, structure having falling-rock preventive fence and construction method of falling-rock preventive fence |
JP2009091827A (en) * | 2007-10-10 | 2009-04-30 | Nippon Steel Corp | Guard fence against rock fall and the like |
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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 |
JP2019007311A (en) * | 2017-06-28 | 2019-01-17 | Jfe建材株式会社 | Compression device and collapse prevention device |
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2001
- 2001-06-04 JP JP2001168778A patent/JP3692457B2/en not_active Expired - Lifetime
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
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JP2006225879A (en) * | 2005-02-15 | 2006-08-31 | Nippon Steel Metal Prod Co Ltd | Wire rope type rock-fall prevention fence |
JP4580776B2 (en) * | 2005-02-15 | 2010-11-17 | 日鐵住金建材株式会社 | Wire rope type rockfall protection fence |
JP2006283552A (en) * | 2005-03-09 | 2006-10-19 | Nippon Steel Corp | Falling-rock preventive fence, structure having falling-rock preventive fence and construction method of falling-rock preventive fence |
JP2009091827A (en) * | 2007-10-10 | 2009-04-30 | Nippon Steel Corp | Guard fence against rock fall and the like |
JP2010229629A (en) * | 2009-03-25 | 2010-10-14 | Nihon Samicon Co Ltd | Guardrail |
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 |
JPWO2018051382A1 (en) * | 2016-09-13 | 2019-06-24 | 株式会社プロテックエンジニアリング | Transmission type capture structure |
JP2019007311A (en) * | 2017-06-28 | 2019-01-17 | 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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