JP2003129424A - Shock absorbing device for rope - Google Patents

Shock absorbing device for rope

Info

Publication number
JP2003129424A
JP2003129424A JP2001325118A JP2001325118A JP2003129424A JP 2003129424 A JP2003129424 A JP 2003129424A JP 2001325118 A JP2001325118 A JP 2001325118A JP 2001325118 A JP2001325118 A JP 2001325118A JP 2003129424 A JP2003129424 A JP 2003129424A
Authority
JP
Japan
Prior art keywords
rope
plate
ropes
restraint
force
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.)
Granted
Application number
JP2001325118A
Other languages
Japanese (ja)
Other versions
JP3853192B2 (en
Inventor
Hiroshi Yoshida
吉田博
Masayoshi Sono
園雅伊
Kazuo Minami
南和夫
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
YOSHIDA KOUZOU DESIGN KK
Yoshida Kozo Dezain YK
Nippon Zenith Pipe Co Ltd
Original Assignee
YOSHIDA KOUZOU DESIGN KK
Yoshida Kozo Dezain YK
Nippon Zenith Pipe Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by YOSHIDA KOUZOU DESIGN KK, Yoshida Kozo Dezain YK, Nippon Zenith Pipe Co Ltd filed Critical YOSHIDA KOUZOU DESIGN KK
Priority to JP2001325118A priority Critical patent/JP3853192B2/en
Publication of JP2003129424A publication Critical patent/JP2003129424A/en
Application granted granted Critical
Publication of JP3853192B2 publication Critical patent/JP3853192B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a shock absorbing device for ropes, of which the miniaturization, weight reduction, and the improvement of a shock absorbing capability can be achieved simultaneously, and which is superior in transportation handleability and attachability. SOLUTION: The shock absorbing device comprises a restricting plate 20 having an extended part 21 formed by turning back a plate in the middle, a partition 30 interposed between two parts of the restricting plate 20 and splitting up the inner space of the extended part 21 into two sections to form housing spaces 24, 24 for each rope A, B, and fastening means 40, 41 for fastening the extended part of the restricting plate 20 in the direction of contraction to make the extended part 21 and the partition 30 come in contact with each rope A and B.

Description

【発明の詳細な説明】Detailed Description of the Invention

【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。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a shock absorber for a rope that can be applied to a shock absorbing fence that absorbs impact force such as rock fall, avalanche, and collapsed earth and sand, and a guard rail made of rope.

【0002】[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。
2. Description of the Related Art A shock absorber for a rope which constitutes a shock absorbing fence is disclosed in, for example, Japanese Patent Laid-Open Nos. 6-57712 and 7-26527. In both of these devices, a rope material is sandwiched between two plate bodies and fastened with bolts to be gripped, or a bolt provided with a wedge element is pressed against the plate body to be gripped. The tension acting on the rope is attenuated by utilizing the frictional resistance of the gripping portion that grips the rope.

【0003】[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。
The conventional shock absorber has the following problems. <A> The body of the shock absorber is made of cast iron because it is not suitable for cutting. Therefore, the shock absorber is heavy, weighing several tens of kilograms, and requires a great deal of labor for carrying and assembling. <B> Since the shock absorber used for the rockfall protection fence is formed thick so as to withstand the impact of a huge rockfall, not only the weight but also the manufacturing cost increase. <C> In the type in which the rope is partially tightened with a bolt having a wedge element, since the contact area with the rope is small, the cushioning performance is low despite the large tightening force of the bolt. <D> If the shock absorber is of a type that clamps the rope between two plates, in order to exert the prescribed shock absorbing performance, all bolts installed on both sides of the shock absorber main body so as to straddle the rope should be used. It is necessary to conclude evenly. However, it is difficult to uniformly tighten the bolts, and manufacturing tolerances of the shock absorber are also added, so that the tightening force of the bolts on each side tends to vary. In particular, the conventional shock absorbing device can evaluate the shock absorbing performance only after an actual rock fall acts, and the actual shock absorbing performance cannot be confirmed immediately after installation. Therefore, there remains concern about the reliability of the stable cushioning performance. <E> In installation work in mountainous areas where it is difficult to carry in equipment such as compressors, bolts must be tightened with simple tools such as spanners and wrenches. If the bolt tightening work relies on manual work, variations in the gripping force of the rope are more likely to occur.

【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。 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。 運搬取扱性、組付性に優れたロープ用緩衝装置。 製作性に優れたロープ用緩衝装置。
The present invention has been made in view of the above points, and an object thereof is to provide the following impact device for ropes. A shock absorber for ropes that can achieve both compactness and light weight and high performance in shock absorption. A shock absorber for ropes that is easy to carry and assemble. A rope shock absorber with excellent manufacturability.

【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、引張力が作用する複数のロープの重合部に設置
する装置であって、板体の中央を折り返して形成した拡
張部を有する拘束板と、前記拘束板の拡張部を収縮方向
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伝達可能に構
成したことを特徴とする、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
重合部に設置する装置であって、板体の中央を折り返し
て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、前記拘束板の拡張部を収縮方向に締付
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伝達可能に構成した
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3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。
[Means for Solving the Problems] That is, the invention according to claim 1 is a device to be installed at the overlapping portion of a plurality of ropes on which a tensile force acts, and has an expansion portion formed by folding back the center of a plate body. The restraint plate and tightening means for tightening the expanded portion of the restraint plate in the contracting direction, and bringing the expanded portion and the partition plate into contact with each rope, through the expanded portion, the tightening force applied to the restraint plate, The rope shock absorber is characterized in that it can be transmitted to each rope as an even restraining force. The invention according to claim 2 is a device to be installed at a superposed portion of a plurality of ropes on which a tensile force acts, and a restraint plate having an expansion portion formed by folding back the center of a plate body, and an interposing member in the restraint plate. Tighten the partition plate that divides the inner space of the expansion part and divides the inside of the expansion part into two parts, and tighten the expansion part of the restraint plate in the contraction direction so that the expansion part and the partition plate contact each rope. The rope cushioning device is characterized in that the fastening force acting on the restraint plate can be transmitted as an equal restraint force to each rope through the expansion portion. Claim 3
The invention according to claim 2 is the shock absorbing device for a rope according to claim 1, wherein the restraint plate is formed of a spring steel plate. The invention according to claim 3 is the rope shock absorber according to claim 1 or 2, wherein the tightening means of the restraint plate is a plurality of bolts.

【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。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiment 1 of the present invention will be described below with reference to the drawings.

【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。
<A> Structure of 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 for directly restraining the ropes A and B in a gathering portion of the ropes A and B on which mutually opposite tensile forces act, and accommodates the two ropes A and B. The restraint plate 20 includes a partition plate 30 that is interposed between the restraint plate 20 and a tightening unit that tightens both ends of the restraint plate 20.

【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。
The ropes A and B include various ropes such as wire ropes, PC strands and PC steel rods having excellent tensile strength. Further, although the case where the tightening means is the bolt 40 and the nut 41 is shown in this example, 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】<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2
1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。
<B> Restraint plate The restraint plate 20 is formed by bending a rectangular plate material, and the center portion of this plate material is bent into an oblong substantially oblong shape (bulb shape), and an expanded portion is curved. 21 and the extension 2
The end of 1 is bent outward, and the flat portion beyond the bent portion 25 is formed as the rising portions 22 and 22.

【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。
A plurality of bolt holes 23 are formed in the rising portions 22 and 22 so as to match the bolt holes 31 provided in one lateral line at a predetermined interval on one of the partition plates 30. Bolt holes 23,
The formation position of 31, that is, the fastening position of the bolt is preferably a position closer to the expanded portion 21 in consideration of the restraint effect of the restraint plate 20.

【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。
As shown in FIG. 2, the inner space of the expansion portion 21 is divided into two by a partition plate 30 to form two storage spaces 24, 24 for individually storing the ropes A, B respectively.

【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2
2,22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。
Explaining the expansion section 21 in more detail, the expansion section 21 has a bilaterally symmetrical shape, and the curved sections 21a and 21a capable of making surface contact with the peripheral surfaces of the ropes A and B, and the curved sections. The connecting portion 21b connects between 21a and 21a. The curved portion 21a is formed so as to have a radius of curvature equal to or slightly larger than the radius of curvature of each rope A, B, and is formed so as to be able to come into contact with the outer peripheral surface of each rope A, B which is close to half. The restraint plate 20 is formed of a single plate body because when the rising portions 22 and 22 of the expanded portion 21 are tightened with the bolts 40, this tightening force is uniformly restrained to the ropes A and B through the expanded portion 21. This is because it acts as force. Therefore, the circumferential length of the expanded portion 21 is equal to the rising portion 2 of the expanded portion 21.
When 2 and 22 are tightened with bolts 40, each rope A, B
Shall be set to a dimension that can be constrained.

【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。
The length of the restraint plate 20 in the longitudinal direction (direction parallel to the ropes A and B) and the number of bolts 40 to be installed should be appropriately determined according to the rope diameter and the tensile force acting on the ropes A and B. To do.

【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。
The constraining plate 20 can be made of various metal plates having high tensile strength, but is preferably made of spring steel. When the restraint plate 20 is formed of one 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 the torque control of each bolt 40 is performed. Must be done strictly. If spring steel is used for the restraint plate 20, since the spring force specific to the spring steel can be used in addition to the tightening force of the bolt 40, the ropes A and B can be restrained more firmly and elastically. Further, 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 alleviates this variation. On the other hand, it becomes possible to restrain with a stable force.

【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。
<C> Partition Plate The partition plate 30 is a rigid body having a rectangular shape, and has a thickness several times that of the constraining plate 20. The partition plate 30 is arranged in the restraint plate 20 in order to prevent the ropes A and B from directly contacting each other and to enhance the restraining effect of the restraint plate 20 on the ropes A and B.

【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。
In some cases, the end of the partition plate 30 may be fixed to the inner surface of the expansion portion by welding or the like so as to be integrated, and the partition plate 30 may be omitted so that the ropes A and B are brought into direct contact with each other to be restrained. In some cases.

【0017】[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。
Next, a method of using the shock absorber according to the present invention will be described.

【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。
<A> The constraining plate 20 before the assembly bolts are fastened, as shown by the alternate long and short dash line in FIG. 2, through the opening between the rising portions 22 and 22 or by inserting it from the side of the expanding portion 21. The ropes A and B are housed inside. At this time, the partition plate 30 is positioned between the ropes A and B in the restraint plate 20.

【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。
Next, the bolt 40 is inserted through the rising 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. Then, the peripheral surfaces of both ropes A and B are restrained with a predetermined force.

【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。
The mechanism until the shock absorber 10 restrains the ropes A and B will be described in detail with reference to FIG.
When the tightening force F toward the approaching direction of the partition plate 30 is applied to the pair of rising portions 22 and 22, the entire extended portion 21 of the restraint plate 20 is displaced in the approaching direction of the partition plate 30 and each rope A, B. The inner surface of the expanded portion 21 and the side surface of the partition plate 30 contact the peripheral surface of the. A binding force does not occur just by abutting lightly.

【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,21
a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f
1,fは相互に伝達し合い、拘束板20(連絡部21
b)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。
When the tightening force F is continuously applied after that,
The tightening force F is determined by the bending portions 21a, 21 of the expanded portion 21.
It acts as forces f 1 and f 1 for pulling a in the approaching direction of the partition plate 30. Since the restraint plate 20 is formed of a single plate body, the traction force f acting on both the curved portions 21a, 21a
1, f 1 are transmitted to each other, and the constraining plate 20 (connecting portion 21
It is supported at the center 21d in b). As a result, the restraint plate 20
Of the restraint plate 20 and the partition plate 30
The binding force of the ropes A and B gradually increases in a state of surface contact with the side surface of the rope. In this way, by simply tightening one side (upright portions 22, 22) of the restraint plate 20, both ropes A,
B can be restrained uniformly and with a large force.

【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。
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 rising portions 22 and 22 come into contact with the side surface of the partition plate 30, the troublesome bolt 40 is generated.
It is not necessary to manage the tightening torque of. The shock absorber 10
Is smaller and lighter than the conventional cast iron shock absorber, which weighs several tens of kilograms, and is therefore easy to transport and assemble.

【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。
<B> Buffering action The buffering action when a tensile force acts in the opposite direction on each rope A, B will be described.

【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1
0の間では相対的な摺動が起きない。
When the tensile force acting on each rope A, B is smaller than the frictional resistance based on the restraining force of the shock absorber 10 for restraining each rope A, B, each rope A, B and the shock absorber 1
Relative sliding does not occur between 0.

【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。
When the tensile force acting on each rope A, B becomes large and exceeds the frictional resistance due to the restraining force of the shock absorber 10 for restraining each rope A, B, the force between each rope A, B and the shock absorber 10 is increased. To start relative sliding. That is, the tensile force is attenuated by the frictional resistance of the contact portion of the restraint plate 20 with the expanded portion 21 and the contact portion with the side surface of the partition plate 30 that are pressed against the peripheral surfaces of the ropes A and B. In particular, since the contact surface between the outer peripheral surface of each rope A, B and the shock absorber 10 is formed in a wide area along the longitudinal direction of the rope, a very high shock absorbing performance can be obtained by ensuring a large friction resistance surface.

【0026】[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。
Second Embodiment Hereinafter, other embodiments will be described. In the description, the same parts as those in the first embodiment will be designated by the same reference numerals and detailed description thereof will be omitted.

【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。
As shown in FIG. 4, on both side surfaces of the partition plate 30,
It is possible to form concave grooves 32, 32 having an arcuate cross section, which can accommodate the peripheral surfaces of the ropes A, B along the longitudinal direction of the partition plate 30. If the circumferential surfaces of the ropes A and B are housed and constrained in the recessed grooves 32 and 32, the cushioning performance of the cushioning device 10 is increased due to the increase in the contact area with the partition plate 30.

【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。
Further, either one or both of the constraining plate 20 and the partitioning plate 30 to be contacted with the peripheral surfaces of the ropes A and B may be provided with dot-shaped or ridge-shaped resistance projection groups.

【0029】[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24,2
4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。
[Third Embodiment of the Invention] In the above-described embodiment, the case where the total number of ropes to be restrained is two has been described. However, each accommodation space 24, 2 in which the inner space of the expansion portion 21 is divided into two by the partition plate 30
It may be configured to accommodate and restrain two or more ropes in each of the four.

【0030】[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。
Fourth Embodiment of the Invention The restraint plate 20 may have a hinge structure capable of rotating the center of the expansion portion 21.

【0031】[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。
The present invention can obtain the following effects. <A> Since the restraint plate is formed of a single plate body, it is possible to reduce the size and weight and the cost as compared with the conventional cast iron product. <B> By simply tightening the ends of the folded back restraint plate, each rope can be restrained with an even force, and a continuous contact surface along the length direction of the rope can be secured, so high damping performance can be exhibited. Therefore, as described above, not only the size and weight of the device can be reduced, but also high performance in cushioning performance can be achieved. <C> The shock absorber can be set with only a simple tool such as a spanner or wrench, and the workability of assembly is good. <D> When spring steel is used for the restraint plate, the spring force specific to the spring steel can be utilized, so that it is possible to reduce variations in the tightening force and to firmly and elastically restrain the rope. Further, there is no variation in binding force, and stable damping performance can be exhibited.

【図面の簡単な説明】[Brief description of drawings]

【図1】 本発明に係るロープ用緩衝具の斜視図FIG. 1 is a perspective view of a rope cushioning tool according to the present invention.

【図2】 ロープ用緩衝具の横断面図FIG. 2 is a cross-sectional view of a rope cushioning tool.

【図3】 各ロープの拘束原理の説明図FIG. 3 is an explanatory diagram of the restraint principle of each rope.

【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
FIG. 4 is an explanatory view of another embodiment in which a groove is provided on the side surface of the partition plate.

【符号の説明】[Explanation of symbols]

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 A, B rope 10 Rope shock absorber 20 restraint plate 21 Extension 21a, 21a curved portion 21b Contact section 22,22 Rise 23, 23 bolt holes 24, 24 accommodation space 30 dividers 40 volts 41 nuts

───────────────────────────────────────────────────── フロントページの続き (72)発明者 吉田博 富山県小矢部市水島561番地 (72)発明者 園雅伊 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 (72)発明者 南和夫 富山県射水郡小杉町南太閤山13−33 Fターム(参考) 2D001 PA05 PA06 PC03 PD05 2D101 CA06 EA01 FA25 FB15 GA11   ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Hiroshi Yoshida             561 Mizushima, Oyabe City, Toyama Prefecture (72) Inventor Masai Sono             2-24-14 Higashi Nihonbashi, Chuo-ku, Tokyo Nihonze             Varnish Pipe Co., Ltd. (72) Inventor Kazuo Minami             13-33 Minamitaikoyama, Kosugi Town, Imizu District, Toyama Prefecture F-term (reference) 2D001 PA05 PA06 PC03 PD05                 2D101 CA06 EA01 FA25 FB15 GA11

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 引張力が作用する複数のロープの重合
部に設置する装置であって、 板体の中央を折り返して形成した拡張部を有する拘束板
と、 前記拘束板の拡張部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伝達可能に構成したことを特徴と
する、 ロープ用緩衝装置。
1. A device to be installed at a superposed portion of a plurality of ropes on which a tensile force acts, the constraining plate having an expansion part formed by folding back the center of a plate body, and the expansion part of the constraining plate in a contracting direction. Tightening means for tightening the expansion part and the partition plate to contact each rope, and the tightening force acting on the restraint plate can be transmitted to each rope as a uniform restraining force through the expansion part. A shock absorber for ropes, which is characterized in that
【請求項2】 引張力が作用する複数のロープの重合
部に設置する装置であって、 板体の中央を折り返して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、 前記拘束板の拡張部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伝達可能に構成したことを特徴と
する、 ロープ用緩衝装置。
2. A device to be installed at a superposed portion of a plurality of ropes on which a tensile force acts, the constraining plate having an expanding portion formed by folding back the center of the plate body, and inserting and expanding in the constraining plate. A partition plate that divides the inner space of the part into two parts to define a rope accommodation space; and a tightening device that tightens the expansion part of the restraint plate in the contraction direction and makes the expansion part and the partition plate contact each rope. The rope shock absorber is characterized in that the tightening force applied to the restraint plate can be transmitted as an equal restraint force to each rope through the expansion portion.
【請求項3】 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。
3. The rope shock absorber according to claim 1, wherein the restraint plate is formed of a spring steel plate.
【請求項4】 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。
4. The shock absorbing device for a rope according to claim 1, wherein the tightening means of the restraint plate is a plurality of bolts.
JP2001325118A 2001-10-23 2001-10-23 Rope shock absorber Expired - Fee Related JP3853192B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001325118A JP3853192B2 (en) 2001-10-23 2001-10-23 Rope shock absorber

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001325118A JP3853192B2 (en) 2001-10-23 2001-10-23 Rope shock absorber

Publications (2)

Publication Number Publication Date
JP2003129424A true JP2003129424A (en) 2003-05-08
JP3853192B2 JP3853192B2 (en) 2006-12-06

Family

ID=19141737

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001325118A Expired - Fee Related JP3853192B2 (en) 2001-10-23 2001-10-23 Rope shock absorber

Country Status (1)

Country Link
JP (1) JP3853192B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016108742A (en) * 2014-12-02 2016-06-20 ゼニス羽田株式会社 Post unit

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016108742A (en) * 2014-12-02 2016-06-20 ゼニス羽田株式会社 Post unit

Also Published As

Publication number Publication date
JP3853192B2 (en) 2006-12-06

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