JP3853192B2 - Rope shock absorber - Google Patents

Rope shock absorber Download PDF

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Publication number
JP3853192B2
JP3853192B2 JP2001325118A JP2001325118A JP3853192B2 JP 3853192 B2 JP3853192 B2 JP 3853192B2 JP 2001325118 A JP2001325118 A JP 2001325118A JP 2001325118 A JP2001325118 A JP 2001325118A JP 3853192 B2 JP3853192 B2 JP 3853192B2
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Japan
Prior art keywords
plate
rope
ropes
force
shock absorber
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JP2001325118A
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JP2003129424A (en
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吉田博
園雅伊
南和夫
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Nippon Zenith Pipe Co Ltd
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Nippon Zenith Pipe Co Ltd
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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やロープ製のガードレール等に適用可能なロープ用緩衝装置に関するものである。
【0002】
【従来の装置】
衝撃吸収柵を構成するロープの緩衝装置としては、例えば特開平6−57712号公報や特開平7−26527号公報に開示されている。
これらの装置は共に、ロープ材を2枚の板体の間に挟み込み、ボルトで締結して把持したり、楔要素を備えたボルトで板体に押し付けて把持したりするもので、主にロープを把持する把持部の摩擦抵抗を利用してロープに作用する張力を減衰するものである。
【0003】
【発明が解決しようとする課題】
従来の緩衝装置にはつぎのような問題点があった。
<イ>緩衝装置の本体は切削加工に適さない形状であるため鋳鉄で製造している。
そのため、緩衝装置が数十キロと重たく、持ち運びや組付けに多大の労力を必要とする。
<ロ>落石防護柵に使用する緩衝装置は、巨大落石の衝撃にも耐え得るように厚肉に形成することから、重量面だけでなく製造コストも嵩む。
<ハ>楔要素を備えたボルトでロープを部分的に締付けるタイプにあっては、ロープとの接触面積が小さいため、ボルトの締結力が大きい割に緩衝性能が低い。
<ニ>緩衝装置が2枚の板体の間でロープを挟持するタイプである場合、所定の緩衝性能を発揮するには、ロープを跨ぐように緩衝装置本体の両側に設置するすべてのボルトを均等に締結する必要がある。
しかし、各ボルトを均等に締付けることは難しく、しかも緩衝装置の製造公差も加わって、各側のボルトの締付力にバラツキを生じ易い。
殊に、従来の緩衝装置は実際の落石などが作用して初めて緩衝性能を評価できるものであって、実際の緩衝性能を設置直後に確認することができない。
そのため、安定した緩衝性能に対する信頼性の点で不安が残る。
<ホ>コンプレッサなどの機器の搬入が困難な山岳地帯での取り付け工事においては、スパナやレンチ等の簡単な工具によるボルトの締結作業を強いられる。
ボルトの締結作業を手作業に頼ると、ロープの把持力のバラツキがさらに生じ易くなる。
【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ロープ用衝撃装置を提供することにある。
▲1▼小型軽量化と緩衝性能の高性能化の両立を図ることができるロープ用緩衝装置。
▲2▼運搬取扱性、組付性に優れたロープ用緩衝装置。
▲3▼製作性に優れたロープ用緩衝装置。
【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、引張力が作用する複数のロープの重合部を把持し、ロープとの間の摩擦抵抗により前記引張力を減衰する装置であって、板体の中央を折り返して前記複数のロープの周面と面接触させて収容可能に形成した拡張部を有する拘束板と、前記拘束板を収縮方向に締付け、拡張部を各ロープに接面させる締付手段とよりなり、拘束板へ作用させた前記締付手段の締付力を拡張部を通じて、各ロープに均等な拘束力として作用させてロープを定着し前記拘束板の拡張部の拘束力に基づく摩擦抵抗により前記引張力を減衰することを特徴とする、ロープ用緩衝装置である。
請求項2に係る発明は、引張力が作用する複数のロープの重合部を把持し、ロープとの間の摩擦抵抗により前記引張力を減衰する装置であって、板体の中央を折り返して前記複数のロープの周面と面接触させて収容可能に形成した拡張部を有する拘束板と、前記拘束板内に介挿して拡張部の内空を二分し、ロープの収容空間を画成する仕切板と、前記拘束板を収縮方向に締付け、拡張部と仕切板とを各ロープに接面させる締付手段とよりなり、拘束板へ作用させた前記締付手段の締付力を拡張部を通じて、各ロープに均等な拘束力として作用させてロープを定着し前記拘束板の拡張部の拘束力に基づく摩擦抵抗により前記引張力を減衰することを特徴とする、ロープ用緩衝装置である。
請求項3に係る発明は、拘束板をばね鋼板で形成したことを特徴とする、請求項1または請求項2に記載のロープ用緩衝装置である。
請求項4に係る発明は、拘束板の締付手段が複数のボルトであることを特徴とする、請求項1または請求項2に記載のロープ用緩衝装置である。
【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>緩衝装置の構成
図1に緩衝装置10の斜視図を示し、図2にその横断面図を示す。
本発明に係る緩衝装置10は相互に逆向きの引張力が作用する両ロープA,Bの集合部に、ロープA,Bを直接拘束する拘束具で、2本のロープA,Bを収容する拘束板20と、拘束板20の間に介挿する仕切板30と、拘束板20の両端部を締付ける締付手段とよりなる。
【0008】
ロープA,Bはワイヤロープ、PCストランド、PC鋼棒等の引張耐力に優れた各種のロープを含むものである。
また本例では締付手段がボルト40とナット41である場合について示すが、これに限定されるものではなく、拘束板20の端部を締め付け可能な公知の手段を適用できる。
【0009】
<ロ>拘束板
拘束板20は矩形の板材を折曲加工して形成したもので、この板材の中央部を横長の略楕円形(球根状)に折曲して湾曲した拡張部21を形成すると共に、拡張部21の終端を外方へ屈曲し、その屈曲部25から先の平らな部位を立上部22,22として形成している。
【0010】
立上部22,22には、仕切板30の一方に所定の間隔を隔てて横一列に設けたボルト孔31に合わせて複数のボルト孔23を穿設する。
ボルト孔23,31の形成位置、すなわちボルトの締結位置は、拘束板20の拘束効果を考慮すると拡張部21により近い位置が望ましい。
【0011】
図2に示すように拡張部21の内空は仕切板30によって二分し、各ロープA,Bを個別に収容するふたつの収容空間24,24を形成している。
【0012】
拡張部21をより詳細に説明すると、拡張部21は左右対称形を呈していて、各ロープA,Bの周面と面接触が可能な湾曲部21a,21aと、これらの湾曲部21a,21aの間を結ぶ連絡部21bとよりなる。
湾曲部21aは各ロープA,Bの曲率半径と等しいか、或いはそれより少し大きく形成してあって、各ロープA,Bの半分近い外周面と接面できるように形成してある。
拘束板20を一枚ものの板体で形成したのは、拡張部21の立上部22,22をボルト40で締付けたとき、この締付力を拡張部21を通じて各ロープA,Bに均等な拘束力として作用させるためである。
したがって、拡張部21の周方向の長さは拡張部21の立上部22,22をボルト40で締付けたとき、各ロープA,Bを拘束可能な寸法に設定するものとする。
【0013】
拘束板20の長手方向(ロープA,Bと平行な方向)の長さやボルト40の設置本数は、ロープ径や各ロープA,Bに作用する引張力に応じて適宜決定するものとする。
【0014】
また拘束板20の素材は、引張強度の高い各種金属板を使用できるが、ばね鋼で形成することが望ましい。
拘束板20を一枚ものの一般鋼板で形成した場合、各ロープA,Bを均等な力で拘束できるものの、その拘束力はボルト40の締付力だけの要因で決まり、各ボルト40のトルク管理を厳密に行なう必要がある。
拘束板20にばね鋼を用いれば、ボルト40の締付力に加えてばね鋼固有のばね力を利用できるので、両ロープA,Bをより強固で弾力的に拘束することが可能となる。
また拘束板20にばね鋼を使用した場合には、各ボルト40の締付力に多少のバラツキがあっても、拘束板20のばね力がこのバラツキを緩和するため、両ロープA,Bに対して安定した力で拘束することが可能となる。
【0015】
<ハ>仕切板
仕切板30は矩形を呈する剛性体で、拘束板20の数倍の厚さを有する。
拘束板20内に仕切板30を配置するのは、各ロープA,B同士が直接接触するのを回避するためと、拘束板20による各ロープA,Bの拘束効果を高めるためである。
【0016】
尚、仕切板30の端部を拡張部の内面に溶接などにより固着して一体化する場合もあり、また仕切板30を省略して両ロープA,Bを直接接触させて拘束する場合もある。
【0017】
【作用】
つぎに本発明に係る緩衝装置の使用方法について説明する。
【0018】
<イ>組付け
ボルト締結前の拘束板20は、図2に一点鎖線で示すようにその立上部22,22間の開口を通じて、または拡張部21の側方から差し込んで拡張部21内に各ロープA,Bを収容する。
このとき、拘束板20内の各ロープA,Bの間に仕切板30を位置させる。
【0019】
つぎに拘束板20の立上部22,22と仕切板30のボルト孔23,31,23にボルト40を挿通し、ナット41を螺着してスパナやレンチ等の簡単な工具で締付けて、両ロープA,Bの周面を所定の力で拘束する。
【0020】
図3に基づいて緩衝装置10が各ロープA,Bを拘束するまでのメカニズムについて詳述する。
一対の立上部22,22に仕切板30の接近方向へ向けた締付力Fが作用すると、拘束板20の拡張部21の全体が仕切板30の接近方向に変位して各ロープA,Bの周面に拡張部21の内面と仕切板30の側面とが当接する。
軽く当接しただけでは拘束力は生じない。
【0021】
その後も継続的に締付力Fが作用すると、締付力Fは拡張部21を構成する両湾曲部21a,21aを仕切板30の接近方向へ牽引する力f,fとなって作用する。
拘束板20を一枚ものの板体で形成しているので、両湾曲部21a,21aに作用した牽引力f1,fは相互に伝達し合い、拘束板20(連絡部21b)の中央21dで支持される。
その結果、拘束板20の拡張部21の、拘束板20の拡張部21と仕切板30の側面に面接触した状態で、両ロープA,Bの拘束力が徐々に増していく。
このように拘束板20の片側(立上部22,22)を締付けるだけの操作で、両ロープA,Bを均等で、かつ大きな力で拘束することができる。
【0022】
所定の拘束力に達するまでボルト40を締付ける。
立上部22,22が仕切板30の側面に当接したときに、各ロープA,Bの拘束力が所定の値に達するように拘束板20を形成しておけば、面倒なボルト40の締結トルクの管理が不要となる。
また緩衝装置10は、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。
【0023】
<ロ>緩衝作用
各ロープA,Bに夫々逆方向へ向けて引張力が作用した場合の緩衝作用について説明する。
【0024】
各ロープA,Bに作用する引張力が、各ロープA,Bを拘束する緩衝装置10の拘束力に基づく摩擦抵抗より小さい場合は、各ロープA,Bと緩衝装置10の間では相対的な摺動が起きない。
【0025】
各ロープA,Bに作用する引張力が大きくなって、各ロープA,Bを拘束する緩衝装置10の拘束力による摩擦抵抗を超えると、各ロープA,Bと緩衝装置10の間で相対的な摺動を開始する。
すなわち、各ロープA,Bの周面に圧接する拘束板20の拡張部21との接触部および仕切板30の側面との接触部の摩擦抵抗により引張力が減衰される。
特に各ロープA,Bの外周面と緩衝装置10との接触面がロープの長手方向に沿って広範囲に形成されているので、大きな摩擦抵抗面の確保によって極めて高い緩衝性能が得られる。
【0026】
【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詳しい説明を省略する。
【0027】
図4に示すように仕切板30の両側面に、仕切板30の長手方向に沿って各ロープA,Bの周面を収容可能な断面円弧状の凹溝32,32を形成してもよい。
凹溝32,32に各ロープA,Bの周面を収容させて拘束すれば、仕切板30との接触面積が増した分だけ、緩衝装置10の緩衝性能が高くなる。
【0028】
また各ロープA,Bの周面と接触する拘束板20や仕切板30の接触予定面の何れか一方または両方に点状または突条の抵抗用突起群を設けてもよい。
【0029】
【発明の実施の形態3】
既述した実施の形態は拘束対象のロープが合計2本の場合について説明したが、仕切板30で拡張部21の内空を二分した各収容空間24,24に夫々2本以上のロープを収容して拘束し得るように構成してもよい。
【0030】
【発明の実施の形態4】
拘束板20は拡張部21の中央を回動可能なヒンジ構造としてもよい。
【0031】
【発明の効果】
本発明は次の効果を得ることができる。
<イ>拘束板を一枚ものの板体で形成するので、従前の鋳鉄製のものと較べて小型軽量化と低コスト化が可能となる。
<ロ>折り返した拘束板の端部を締付けるだけで、各ロープを均等な力で拘束できると共に、ロープの長さ方向に沿った連続した接触面を確保できるので、高い減衰性能を発揮できる。
したがって、前記したように装置の小型軽量化が図れるだけでなく、緩衝性能の高性能化の両立を図ことができる。
<ハ>スパナやレンチ等の簡単な工具だけで緩衝装置をセットできて、組付けの作業性がよい。
<ニ>拘束板にばね鋼を用いると、ばね鋼固有のばね力を利用できるので、締付力のバラツキを緩和して、ロープを強固で弾力的に拘束することが可能となる。
さらに拘束力のバラツキがなくなり、安定した減衰性能を発揮することができる。
【図面の簡単な説明】
【図1】 本発明に係るロープ用緩衝具の斜視図
【図2】 ロープ用緩衝具の横断面図
【図3】 各ロープの拘束原理の説明図
【図4】 仕切板の側面に溝を凹設した他の実施の形態の説明図
【符号の説明】
A,B ロープ
10 ロープ用緩衝装置
20 拘束板
21 拡張部
21a,21a 湾曲部
21b 連絡部
22,22 立上部
23,23 ボルト孔
24,24 収容空間
30 仕切板
40 ボルト
41 ナット
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a shock absorber for a rope that can be applied to an impact-absorbing fence that absorbs an impact force such as falling rocks, avalanches, and collapsed sand and sand, rope guard rails, and the like.
[0002]
Conventional equipment
As a shock absorber for a rope constituting the shock absorbing fence, for example, Japanese Patent Laid-Open Nos. 6-57712 and 7-26527 are disclosed.
Both of these devices sandwich the rope material between two plates and fasten them with bolts, or press and hold them against the plates with bolts with wedge elements. The tension acting on the rope is attenuated by utilizing the frictional resistance of the gripping part that grips the rope.
[0003]
[Problems to be solved by the invention]
The conventional shock absorber has the following problems.
<A> Since the main body of the shock absorber is not suitable for cutting, it is made of cast iron.
For this reason, the shock absorber is heavy, such as several tens of kilometers, and requires a lot of labor for carrying and assembly.
<B> Since the shock absorber used for the rock fall protection fence is formed thick so that it can withstand the impact of a huge rock fall, not only the weight but also the manufacturing cost increases.
<C> In a type in which a rope is partially tightened with a bolt provided with a wedge element, since the contact area with the rope is small, the buffering performance is low although the fastening force of the bolt is large.
<D> When the shock absorber is a type that clamps the rope between the two plates, all bolts installed on both sides of the shock absorber body so as to straddle the rope should be used in order to exhibit the predetermined shock absorbing performance. It is necessary to conclude evenly.
However, it is difficult to tighten the bolts evenly, and the manufacturing tolerances of the shock absorbers are added, and the tightening force of the bolts on each side tends to vary.
In particular, the conventional shock absorber can evaluate the buffer performance only after an actual falling rock or the like acts, and the actual buffer performance cannot be confirmed immediately after the installation.
Therefore, there remains anxiety in terms of reliability with respect to stable buffer performance.
<E> In installation work in mountainous areas where it is difficult to carry in equipment such as compressors, bolts must be fastened with a simple tool such as a wrench or wrench.
If the bolt fastening operation is relied on manually, variations in the gripping force of the rope are more likely to occur.
[0004]
This invention is made | formed in view of the above point, The place made into the objective is to provide the following impact device for ropes.
(1) A rope shock absorber that can achieve both a reduction in size and weight and an increase in buffer performance.
(2) Rope shock absorber with excellent handling and assembly.
(3) Rope shock absorber with excellent manufacturability.
[0005]
[Means for Solving the Problems]
That is, the invention according to claim 1 is an apparatus for gripping the overlapping portions of a plurality of ropes on which a tensile force acts and attenuating the tensile force by a frictional resistance between the ropes, and folding the center of the plate body. A restraint plate having an extended portion formed so as to be able to be accommodated by being in surface contact with the peripheral surfaces of the plurality of ropes, and a fastening means for tightening the restraint plate in a contracting direction and bringing the extended portion into contact with each rope, The tightening force of the tightening means applied to the restraint plate is caused to act as an equal restraint force on each rope through the extension portion to fix the rope, and the friction resistance based on the restraint force of the extension portion of the restraint plate causes the A rope shock absorber characterized by attenuating a tensile force .
The invention according to claim 2, the tensile force holding the overlapped portion of a plurality of ropes that act, a device for damping the tension by frictional resistance between the ropes, the folded central plate body A constraining plate having an expansion portion formed so as to be able to be accommodated by being in surface contact with the peripheral surfaces of a plurality of ropes, and a partition that is inserted into the constraining plate and bisects the inner space of the expansion portion, thereby defining a rope accommodation space And a fastening means for tightening the restraint plate in the contraction direction and bringing the extension portion and the partition plate into contact with each rope, and the fastening force of the fastening means applied to the restraint plate is passed through the extension portion. The rope shock absorber is characterized in that the rope is fixed by acting as an equal restraining force on each rope, and the tensile force is attenuated by a frictional resistance based on the restraining force of the expansion portion of the restraining plate .
The invention according to claim 3 is the rope shock absorber according to claim 1 or 2, wherein the restraint plate is formed of a spring steel plate.
The invention according to claim 4 is the rope shock absorber according to claim 1 or 2, wherein the fastening means of the restraint plate is a plurality of bolts.
[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 the shock absorber FIG. 1 is a perspective view of the shock absorber 10, and FIG. 2 is a cross-sectional view thereof.
The shock absorber 10 according to the present invention is a restraint that directly restrains the ropes A and B at the gathering portion of the ropes A and B on which tensile forces opposite to each other act, and accommodates the two ropes A and B. The restraint plate 20 includes a partition plate 30 interposed between the restraint plates 20 and fastening means for fastening both ends of the restraint plate 20.
[0008]
The ropes A and B include various ropes having excellent tensile strength such as wire ropes, PC strands, and PC steel bars.
In this example, the case where the tightening means is the bolt 40 and the nut 41 is shown, but the present invention is not limited to this, and a known means capable of tightening the end portion of the restraint plate 20 can be applied.
[0009]
<B> Restraint plate The restraint plate 20 is formed by bending a rectangular plate material, and the curved portion is formed by bending the center portion of the plate material into a horizontally long substantially oval (bulb shape). At the same time, the end of the extended portion 21 is bent outward, and the flat portions ahead of the bent portion 25 are formed as upright portions 22 and 22.
[0010]
A plurality of bolt holes 23 are formed in the upright portions 22 and 22 in accordance with bolt holes 31 provided in one horizontal row at a predetermined interval on one side of the partition plate 30.
The position where the bolt holes 23 and 31 are formed, that is, the position where the bolt is fastened, is preferably a position closer to the expansion portion 21 in consideration of the restraining effect of the restraining plate 20.
[0011]
As shown in FIG. 2, the inner space of the extension portion 21 is divided into two by a partition plate 30 to form two accommodation spaces 24 and 24 that individually accommodate the ropes A and B, respectively.
[0012]
The extended portion 21 will be described in more detail. The extended portion 21 has a bilaterally symmetric shape, and the curved portions 21a and 21a that can make surface contact with the peripheral surfaces of the ropes A and B, and these curved portions 21a and 21a. It consists of the connection part 21b which connects between.
The curved portion 21a is formed to be equal to or slightly larger than the radius of curvature of the ropes A and B so as to be in contact with the outer peripheral surface near half of the ropes A and B.
The constraining plate 20 is formed of a single plate because when the upright portions 22 and 22 of the expansion portion 21 are tightened with bolts 40, this tightening force is evenly constrained to the ropes A and B through the expansion portion 21. This is to make it act as a force.
Accordingly, the circumferential length of the expansion portion 21 is set to a dimension capable of restraining the ropes A and B when the upright portions 22 and 22 of the expansion portion 21 are tightened with the bolts 40.
[0013]
The length of the restraint plate 20 in the longitudinal direction (the direction parallel to the ropes A and B) and the number of bolts 40 are appropriately determined according to the rope diameter and the tensile force acting on the ropes A and B.
[0014]
The material of the constraining plate 20 can be various metal plates having high tensile strength, but is preferably formed of spring steel.
When the restraint plate 20 is formed of a single general steel plate, the ropes A and B can be restrained with an equal force, but the restraint force is determined only by the tightening force of the bolt 40, and torque management of each bolt 40 is performed. Must be done strictly.
If spring steel is used for the restraint plate 20, since the spring force inherent to the spring steel can be used in addition to the tightening force of the bolt 40, both ropes A and B can be restrained more firmly and elastically.
When spring steel is used for the restraint plate 20, even if there is some variation in the tightening force of each bolt 40, the spring force of the restraint plate 20 will alleviate this variation. On the other hand, it becomes possible to restrain with a stable force.
[0015]
<C> The partition plate 30 is a rigid body having a rectangular shape, and has a thickness several times that of the restraint plate 20.
The reason why the partition plate 30 is disposed in the restraint plate 20 is to avoid direct contact between the ropes A and B and to enhance the restraining effect of the ropes A and B by the restraint plate 20.
[0016]
In some cases, the end portion of the partition plate 30 may be integrated by being fixed to the inner surface of the extension portion by welding or the like, or the partition plate 30 may be omitted and the ropes A and B may be directly contacted to be restrained. .
[0017]
[Action]
Next, a method of using the shock absorber according to the present invention will be described.
[0018]
<A> The constraining plate 20 before fastening the assembly bolt is inserted into the expansion portion 21 through the opening between the upright portions 22 and 22 as shown by a one-dot chain line in FIG. Rope A and B are accommodated.
At this time, the partition plate 30 is positioned between the ropes A and B in the restraint plate 20.
[0019]
Next, the bolt 40 is inserted into the upright portions 22 and 22 of the restraint plate 20 and the bolt holes 23, 31 and 23 of the partition plate 30, and the nut 41 is screwed and tightened with a simple tool such as a spanner or a wrench. The peripheral surfaces of the ropes A and B are restrained with a predetermined force.
[0020]
Based on FIG. 3, the mechanism until the shock absorber 10 restrains the ropes A and B will be described in detail.
When a tightening force F directed toward the approaching direction of the partition plate 30 acts on the pair of upright portions 22, 22, the entire extended portion 21 of the restraint plate 20 is displaced in the approaching direction of the partition plate 30, and the ropes A, B The inner surface of the extended portion 21 and the side surface of the partition plate 30 are in contact with the peripheral surface.
A restraining force is not generated only by light contact.
[0021]
After that, when the tightening force F is continuously applied, the tightening force F acts as forces f 1 and f 1 that pull both curved portions 21 a and 21 a constituting the expansion portion 21 in the approaching direction of the partition plate 30. To do.
Because the constraining plate 20 are formed of a plate of one thing, both the curved portions 21a, traction f1, f 1 acting on 21a is Communicate each other, supported by a central 21d of the constraining plate 20 (contact portion 21b) Is done.
As a result, the restraining force of the ropes A and B gradually increases in a state where the expanding portion 21 of the restraining plate 20 is in surface contact with the side of the expanding portion 21 of the restraining plate 20 and the partition plate 30.
Thus, both ropes A and B can be restrained evenly and with a large force only by tightening one side (the upright portions 22 and 22) of the restraining plate 20.
[0022]
The bolt 40 is tightened until a predetermined restraining force is reached.
If the restraint plate 20 is formed so that the restraining force of the ropes A and B reaches a predetermined value when the upright portions 22 and 22 come into contact with the side surfaces of the partition plate 30, the troublesome fastening of the bolt 40 is performed. Torque management becomes unnecessary.
Further, the shock absorber 10 is small and light compared to a conventional cast iron shock absorber, which is a heavy object that extends over several tens of kilometers, and is easy to transport and assemble.
[0023]
<B> Buffering action The buffering action when a tensile force acts on the ropes A and B in the opposite directions will be described.
[0024]
When the tensile force acting on the ropes A and B is smaller than the frictional resistance based on the restraining force of the shock absorber 10 that restrains the ropes A and B, the relative force between the ropes A and B and the shock absorber 10 is relatively small. No sliding occurs.
[0025]
When the tensile force acting on the ropes A and B increases and exceeds the frictional resistance due to the restraining force of the shock absorber 10 that restrains the ropes A and B, the ropes A and B and the shock absorber 10 are relative to each other. Start sliding.
That is, the tensile force is attenuated by the frictional resistance of the contact portion with the expansion portion 21 of the restraint plate 20 that is in pressure contact with the peripheral surfaces of the ropes A and B and the contact portion with the side surface of the partition plate 30.
In particular, since the contact surfaces between the outer peripheral surfaces of the ropes A and B and the shock absorber 10 are formed over a wide range along the longitudinal direction of the rope, extremely high shock absorbing performance can be obtained by securing a large friction resistance surface.
[0026]
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 is omitted.
[0027]
As shown in FIG. 4, concave grooves 32 and 32 having arc-shaped cross sections that can accommodate the peripheral surfaces of the ropes A and B along the longitudinal direction of the partition plate 30 may be formed on both side surfaces of the partition plate 30. .
If the circumferential surfaces of the ropes A and B are accommodated and restrained in the concave grooves 32 and 32, the buffering performance of the shock absorber 10 is increased by the amount of increase in the contact area with the partition plate 30.
[0028]
Moreover, you may provide the resistance projection group of a dotted | punctate shape or a protrusion on either one or both of the constraining plate 20 which contacts with the surrounding surface of each rope A and B, and the scheduled contact surface of the partition plate 30.
[0029]
Embodiment 3 of the Invention
In the above-described embodiment, the case where a total of two ropes to be constrained has been described, but two or more ropes are accommodated in each of the accommodating spaces 24 and 24 in which the inner space of the expansion portion 21 is divided by the partition plate 30. And may be configured to be restrained.
[0030]
Embodiment 4 of the Invention
The restraint plate 20 may have a hinge structure that can rotate around the center of the extension portion 21.
[0031]
【The invention's effect】
The present invention can obtain the following effects.
<A> Since the restraint plate is formed of a single plate, it is possible to reduce the size and weight and reduce the cost as compared with the conventional cast iron.
<B> By tightening the end of the folded restraint plate, each rope can be restrained with an equal force, and a continuous contact surface along the length direction of the rope can be secured, so that high damping performance can be exhibited.
Therefore, as described above, not only the apparatus can be reduced in size and weight, but also the buffer performance can be improved.
<C> The shock absorber can be set with only a simple tool such as a spanner or wrench, and the assembly workability is good.
<D> When spring steel is used for the restraint plate, the spring force inherent to the spring steel can be used, so that variations in the tightening force can be alleviated and the rope can be firmly and elastically restrained.
Furthermore, there is no variation in restraining force, and stable damping performance can be exhibited.
[Brief description of the drawings]
FIG. 1 is a perspective view of a rope shock absorber according to the present invention. FIG. 2 is a cross-sectional view of the rope shock absorber. FIG. 3 is an explanatory view of the principle of restraint of each rope. Explanatory drawing of another embodiment with recesses [Explanation of symbols]
A, B Rope 10 Rope shock absorber 20 Restraint plate 21 Expansion portion 21a, 21a Bending portion 21b Connection portion 22, 22 Upright portion 23, 23 Bolt hole 24, 24 Housing space 30 Partition plate 40 Bolt 41 Nut

Claims (4)

引張力が作用する複数のロープの重合部を把持し、ロープとの間の摩擦抵抗により前記引張力を減衰する装置であって、
板体の中央を折り返して前記複数のロープの周面と面接触させて収容可能に形成した拡張部を有する拘束板と、
前記拘束板を収縮方向に締付け、拡張部を各ロープに接面させる締付手段とよりなり、
拘束板へ作用させた前記締付手段の締付力を拡張部を通じて、各ロープに均等な拘束力として作用させてロープを定着し
前記拘束板の拡張部の拘束力に基づく摩擦抵抗により前記引張力を減衰することを特徴とする、
ロープ用緩衝装置。
A device that grips the overlapping portions of a plurality of ropes on which a tensile force acts, and attenuates the tensile force by a frictional resistance between the ropes ,
A constraining plate having an extended portion formed to be able to be accommodated by folding the center of the plate body into surface contact with the peripheral surfaces of the plurality of ropes ;
Tightening means for tightening the restraint plate in the shrinking direction and bringing the extended portion into contact with each rope,
Fixing the rope by applying the tightening force of the tightening means applied to the restraint plate as an equal restraint force to each rope through the expansion part,
The tensile force is attenuated by a frictional resistance based on the restraining force of the expansion portion of the restraining plate ,
Rope shock absorber.
引張力が作用する複数のロープの重合部を把持し、ロープとの間の摩擦抵抗により前記引張力を減衰する装置であって、
板体の中央を折り返して前記複数のロープの周面と面接触させて収容可能に形成した拡張部を有する拘束板と、
前記拘束板内に介挿して拡張部の内空を二分し、ロープの収容空間を画成する仕切板と、
前記拘束板を収縮方向に締付け、拡張部と仕切板とを各ロープに接面させる締付手段とよりなり、
拘束板へ作用させた前記締付手段の締付力を拡張部を通じて、各ロープに均等な拘束力として作用させてロープを定着し
前記拘束板の拡張部の拘束力に基づく摩擦抵抗により前記引張力を減衰することを特徴とする、
ロープ用緩衝装置。
A device that grips the overlapping portions of a plurality of ropes on which a tensile force acts, and attenuates the tensile force by a frictional resistance between the ropes ,
A constraining plate having an extended portion formed to be able to be accommodated by folding the center of the plate body into surface contact with the peripheral surfaces of the plurality of ropes ;
A partition plate, which is inserted into the restraint plate and bisects the inner space of the expansion portion, and defines an accommodation space for the rope;
Tightening means for tightening the restraint plate in the shrinking direction and bringing the expansion portion and the partition plate into contact with each rope,
Fixing the rope by applying the tightening force of the tightening means applied to the restraint plate as an equal restraint force to each rope through the expansion part,
The tensile force is attenuated by a frictional resistance based on the restraining force of the expansion portion of the restraining plate ,
Rope shock absorber.
拘束板をばね鋼板で形成したことを特徴とする、請求項1または請求項2に記載のロープ用緩衝装置。  The rope shock absorber according to claim 1 or 2, wherein the restraint plate is formed of a spring steel plate. 拘束板の締付手段が複数のボルトであることを特徴とする、請求項1または請求項2に記載のロープ用緩衝装置。  The rope shock absorber according to claim 1 or 2, wherein the restraining plate tightening means is a plurality of bolts.
JP2001325118A 2001-10-23 2001-10-23 Rope shock absorber Expired - Fee Related JP3853192B2 (en)

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