JP2019060104A - Buffer - Google Patents

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JP2019060104A
JP2019060104A JP2017184382A JP2017184382A JP2019060104A JP 2019060104 A JP2019060104 A JP 2019060104A JP 2017184382 A JP2017184382 A JP 2017184382A JP 2017184382 A JP2017184382 A JP 2017184382A JP 2019060104 A JP2019060104 A JP 2019060104A
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rope
plate
shock absorber
bulging
members
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JP6979838B2 (en
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裕介 野崎
Yusuke Nozaki
裕介 野崎
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JFE Metal Products and Engineering Inc
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JFE Metal Products and Engineering Inc
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Abstract

To provide a buffer that makes constant a reduction in the tension applied to a rope material supporting a falling rock capture part.SOLUTION: A buffer 100 is a buffer that grips overlapping parts of two rope members that are tensioned in the opposite direction when capturing falling rocks, in which: one of the two rope members is disposed between a first swollen part 12 and an intermediate plate 30; and the other of the two rope members is disposed between a second swollen part 22 and the intermediate plate. Thus, at the time of falling rock capture, the two rope members make surface contact with a first constraint plate 10, a second constraint plate 20, and the intermediate plate, and slide against the sliding frictional resistance. At this time, the buffer makes constant the reduction in the tension applied to the two rope members by bringing the two rope members into surface contact with the first constraint plate, the second constraint plate, and the intermediate plate.SELECTED DRAWING: Figure 5

Description

本発明は、落石を捕捉する落石防護用装置に取り付けられる緩衝装置に関する。   The present invention relates to a shock absorber attached to a rockfall protection device for catching rockfall.

岩石、土砂、倒木等が路上或いは家屋へ落下することを防止するために、道路脇や山腹斜面等に設置され、落下途中の岩石等(以下、落石と称する)を捕捉する落石防護装置が知られている。また、落石防護装置には、落石を捕捉して、落石のエネルギーを吸収する緩衝装置が用いられている。   In order to prevent rocks, earth and sand, fallen trees, etc. from falling to the streets or houses, a rock fall protection device is installed on roadsides or hillsides, etc. and captures rocks etc. (hereinafter referred to as falling rocks) during falling. It is done. In addition, a shock absorber is used as a rockfall protection device that captures rockfall and absorbs the energy of the rockfall.

例えば、落石を捕捉する落石防止網を支えるロープ材を重合させて形成した重合箇所を挟持具により一定の力で挟持し、ロープ材に設定張力以上の張力が作用したとき、ロープ材が一定の摩擦力を保持したまま重合箇所のロープ材が伸長して張力を吸収する緩衝装置が提案されている(例えば特許文献1参照)。   For example, when the overlapping portion formed by polymerizing the rope material supporting the falling rock prevention net which captures the falling rock is held by the holding tool with a constant force, and the tension above the set tension acts on the rope material, the rope material is constant A shock absorbing device has been proposed in which the rope material at the polymerization site is stretched to absorb tension while holding the frictional force (see, for example, Patent Document 1).

特開平6−173221号公報JP-A-6-173221

従来の落石防護装置に取り付けられる緩衝装置は、ワイヤーロープを重合させてロープ材同士が接触することによる摩擦を利用している。しかし、ワイヤーロープはストランドを撚り合わせて作られており、ワイヤーロープの周面は凹凸状に形成されている。そのため、ワイヤーロープ同士の摺動による摩擦は、摩擦力が一定ではなく、ロープ材の張力の低減を一定にすることが難しい。落石防護装置において、落石防止網を指示するロープ材の張力の低減が一定ではないと、ロープ材を支持する支柱或いはアンカーなどにロープ材の張力が急激に加わり、例えば、支柱が意図しない方向に倒壊する恐れがある。   The shock absorber attached to the conventional rock fall protection device utilizes friction by polymerizing a wire rope and contact between rope materials. However, the wire rope is made by twisting the strands, and the circumferential surface of the wire rope is formed to be uneven. Therefore, in the friction caused by the sliding of the wire ropes, the frictional force is not constant, and it is difficult to make the reduction of the tension of the rope material constant. In the fall protection system, if the reduction in tension of the rope material indicating the fall prevention net is not constant, the tension of the rope material is rapidly applied to the support or anchor supporting the rope material, for example, in the direction in which the support is not intended. There is a risk of collapse.

本発明は、上記のような課題を解決するためになされたものであり、ロープ材に加わる張力の低減を一定にする緩衝装置を提供することを目的とする。   The present invention has been made to solve the problems as described above, and it is an object of the present invention to provide a shock absorber that makes constant a reduction in tension applied to a rope material.

本発明に係る緩衝装置は、落石を捕捉する落石捕捉部を支持するロープ状の支持部材を有する落石防護装置に取り付けられ、支持部材を構成し、落石捕捉時に反対方向に張力が作用する2本のロープ部材の重合部分を把持する緩衝装置であって、平板状に形成された第1平板部と、第1平板部の短手方向の中央部分において長手方向に沿って膨出した第1膨出部とを有する第1拘束板と、平板状に形成された第2平板部と、第2平板部の短手方向の中央部分において長手方向に沿って膨出した第2膨出部とを有する第2拘束板と、第1拘束板と第2拘束板との間に配置される中間板と、第1拘束板の第1平板部と第2拘束板の第2平板部とを締付ける締結部材と、を有し、第1膨出部と中間板との間に2本のロープ部材のうちの一方のロープ部材が配置され、第2膨出部と中間板との間に2本のロープ部材のうちの他方のロープ部材が配置されるものである。   The shock absorber according to the present invention is attached to a rock fall protection device having a rope-like support member supporting a rock fall catcher for catching a rock fall, which constitutes a support member, and two tensions act in the opposite direction at the time of rock fall catch. A shock-absorbing device for holding the overlapping portion of the rope member, the first flat plate portion formed in a flat plate shape, and a first bulging bulging along a longitudinal direction at a central portion in a short direction of the first flat plate portion. A first restraint plate having a projecting portion, a second flat plate portion formed in a flat plate shape, and a second bulging portion bulging along a longitudinal direction at a central portion in the width direction of the second flat plate portion; And the intermediate plate disposed between the first restraint plate and the second restraint plate, and the first flat plate portion of the first restraint plate and the second flat plate portion of the second restraint plate. A member, and one of the two rope members between the first bulging portion and the middle plate Wood is arranged, in which the other rope member of the two ropes member between the second bulging portion and the intermediate plate is arranged.

本発明に係る緩衝装置は、落石捕捉時に反対方向に張力が作用する2本のロープ部材の重合部分を把持する緩衝装置であって、第1膨出部と中間板との間に2本のロープ部材のうちの一方のロープ部材が配置され、第2膨出部と中間板との間に2本のロープ部材のうちの他方のロープ部材が配置されるものである。そのため、落石捕捉時に2本のロープ部材は、第1拘束板及び第2拘束板と、並びに、中間板と面接触し、摺動摩擦抵抗に抗しながら摺動する。この際、緩衝装置は、2本のロープ部材が、第1拘束板及び第2拘束板と、並びに、中間板と面接触することで、2本のロープ部材に加わる張力の低減を一定にすることができる。   The shock absorbing device according to the present invention is a shock absorbing device for holding a superposed portion of two rope members acting in tension in the opposite direction at the time of falling rockfall, comprising two between the first bulging portion and the middle plate. One of the rope members is disposed, and the other of the two rope members is disposed between the second bulging portion and the intermediate plate. Therefore, at the time of rockfall capture, the two rope members make surface contact with the first restraint plate and the second restraint plate and the intermediate plate, and slide against the sliding frictional resistance. At this time, the shock absorber makes the reduction in tension applied to the two rope members constant by bringing the two rope members into surface contact with the first restraint plate and the second restraint plate and the intermediate plate. be able to.

本発明の実施の形態1に係る緩衝装置が取り付けられた落石防護装置の概略図である。BRIEF DESCRIPTION OF THE DRAWINGS It is the schematic of the falling stone protection apparatus with which the shock absorber which concerns on Embodiment 1 of this invention was attached. 図1の支持部材の概略図である。It is the schematic of the supporting member of FIG. 本発明の実施の形態1に係る緩衝装置の正面図である。It is a front view of the shock absorber which concerns on Embodiment 1 of this invention. 本発明の実施の形態1に係る緩衝装置のA−A線断面図である。It is the sectional view on the AA line of the shock absorber which concerns on Embodiment 1 of this invention. 本発明の実施の形態1に係る緩衝装置の側面図である。1 is a side view of a shock absorber according to Embodiment 1 of the present invention.

実施の形態1.
図1は、本発明の実施の形態1に係る緩衝装置100が取り付けられた落石防護装置200の概略図である。なお、図1を含む以下の図面では、各構成部材の相対的な寸法の関係及び形状等が実際のものとは異なる場合がある。また、以下の図面において、同一の符号を付したものは、同一又はこれに相当するものであり、このことは明細書の全文において共通することとする。また、理解を容易にするために方向を表す用語(例えば「上」、「下」、「右」、「左」、「前」、「後」など)を適宜用いるが、それらの表記は、説明の便宜上、そのように記載しているだけであって、装置あるいは部品の配置及び向きを限定するものではない。
Embodiment 1
FIG. 1 is a schematic view of a rockfall protection device 200 to which a shock absorber 100 according to a first embodiment of the present invention is attached. In the following drawings including FIG. 1, the relative dimensional relationships, shapes, and the like of the respective constituent members may differ from the actual ones. Moreover, in the following drawings, what attached | subjected the same code | symbol is the same or it corresponds to this, and this shall be common in the whole text of a specification. In addition, terms that indicate direction (for example, "upper", "lower", "right", "left", "front", "rear", etc.) are appropriately used to facilitate understanding, but their notation For the convenience of the description, it is only described as such, and does not limit the arrangement and orientation of the device or parts.

[落石防護装置200]
まず、本発明の実施の形態1に係る緩衝装置100が取り付けられる落石防護装置200について説明する。落石防護装置200は、岩石、土砂、倒木等が路上或いは家屋へ落下することを防止するために、道路脇や山腹斜面等に設置され、落下途中の岩石等を捕捉するものである。落石防護装置200は、被支持部210に固定される複数の支柱220と、複数の支柱220の間に架設された横柱230とを有する。また、落石防護装置200は、横柱230と被支持部210との間において複数の支柱220の間を覆い落石を捕捉する落石捕捉部240を有する。また、落石防護装置200は、落石捕捉部240を支持するロープ状の支持部材250を有する。さらに、落石防護装置200は、支持部材250に緩衝装置100を有する。落石防護装置200は、支柱220と、横柱230と、落石捕捉部240と、支持部材250と、緩衝装置100とを用いて、落石を捕捉し、落石の運動エネルギーを吸収する。
[Fall stone protection device 200]
First, a rockfall protection device 200 to which the shock absorber 100 according to the first embodiment of the present invention is attached will be described. The rock fall protection apparatus 200 is installed on the side of a road or a slope of a mountain slope to prevent rocks, earth and sand, fallen trees and the like from falling to roads or houses, and captures rocks and the like during falling. The rock fall protection apparatus 200 has a plurality of columns 220 fixed to the supported portion 210 and a horizontal column 230 installed between the plurality of columns 220. In addition, the rockfall protection device 200 has a rockfall catching portion 240 that covers the space between the plurality of pillars 220 between the horizontal column 230 and the supported portion 210 and catches the rockfall. The rockfall protection device 200 also has a rope-like support member 250 that supports the rockfall catcher 240. Furthermore, the rockfall protection device 200 has the shock absorber 100 in the support member 250. The rock fall protection apparatus 200 captures rock fall and absorbs kinetic energy of the rock fall using the support 220, the horizontal column 230, the rock fall capture portion 240, the support member 250, and the shock absorber 100.

[被支持部210]
被支持部210は、道路脇や山腹斜面等の地盤、あるいは擁壁等の基礎部分である。被支持部210は、斜面を構成する部分でもよく、平坦面を構成する部分であってもよい。
[Supported portion 210]
The supported portion 210 is a ground such as a roadside or a mountain slope, or a base portion such as a retaining wall. The supported portion 210 may be a portion constituting a slope or a portion constituting a flat surface.

[支柱220]
複数の支柱220は、被支持部210に立てられる円柱状の柱であり、一端が被支持部210内に埋設されて固定される。なお、支柱220は、円柱状の柱に限定されるものではなく、多角柱状等他の形状の柱であってもよい。なお、落石捕捉部240が、一定以上の落石の運動エネルギーを吸収した場合に、支柱220は、所定の方向に折れ曲がり、落石の運動エネルギーを所定の方向へと逃がす。
[Support 220]
The plurality of columns 220 are cylindrical columns erected on the supported portion 210, and one end thereof is embedded and fixed in the supported portion 210. The columns 220 are not limited to cylindrical columns, but may be columns of other shapes such as polygonal columns. In addition, when the rock fall trapping portion 240 absorbs kinetic energy of rock fall above a certain level, the support 220 bends in a predetermined direction and releases kinetic energy of the rock fall in a predetermined direction.

[横柱230]
横柱230は、支柱220の他端側に架設される円柱状の柱であり、支柱220の上部と直接的に又は間接的に固定される。なお、横柱230は、円柱状の柱に限定されるものではなく、多角柱状等他の形状の柱であってもよい。横柱230は、断面剛性により、支柱220の変形の方向を定める。
[Horizontal pole 230]
The horizontal column 230 is a cylindrical column installed on the other end side of the column 220, and is fixed directly or indirectly to the top of the column 220. The horizontal column 230 is not limited to a cylindrical column, and may be a column having another shape such as a polygonal column. The lateral column 230 determines the direction of deformation of the column 220 by the cross-sectional rigidity.

[落石捕捉部240]
落石捕捉部240は、落石が発生した際にその落石を捕捉するものである。落石捕捉部240は、例えば、鋼製のワイヤーロープを格子状に編んで形成されたものである。落石捕捉部240は、略矩形状に形成されており、落石捕捉部240には複数の第1支持部材251及び第2支持部材255が張り巡らされている。落石捕捉部240は、横柱230と被支持部210との間において複数の支柱220の間を覆うように配置されている。
[Falling rock catcher 240]
The rockfall trapping portion 240 is for trapping the rockfall when a rockfall occurs. The fallen rock catching portion 240 is formed, for example, by knitting a steel wire rope in a grid shape. The fallen rock catching portion 240 is formed in a substantially rectangular shape, and a plurality of first support members 251 and second supporting members 255 are stretched around the fallen rock catching portion 240. The fallen rock catching portion 240 is disposed so as to cover the plurality of columns 220 between the horizontal column 230 and the supported portion 210.

[支持部材250]
図2は、図1の支持部材の概略図である。図1及び図2を用いて、支持部材250について説明する。支持部材250は、図1に示すように、横柱230と被支持部210との間に配置され落石捕捉部240を支持するロープ状の第1支持部材251と、複数の支柱220の間に配置され落石捕捉部240を支持するロープ状の第2支持部材255とを有する。
[Supporting member 250]
FIG. 2 is a schematic view of the support member of FIG. The support member 250 will be described using FIGS. 1 and 2. The support member 250 is, as shown in FIG. 1, disposed between the horizontal pillar 230 and the supported portion 210 and supporting the falling rock catching portion 240 between the rope-like first support member 251 and the plurality of pillars 220. And a rope-like second support member 255 arranged to support the falling rock catching portion 240.

(第1支持部材251)
第1支持部材251は、ロープ状に形成され、横柱230と被支持部210との間に配置され落石捕捉部240を支持するものである。第1支持部材251は、例えば、鋼製のワイヤーロープで形成されている。第1支持部材251は、その一端が直接的又は間接的に被支持部210に固定され、他端が直接的又は間接的に横柱230に固定されている。緩衝装置100は、図1に示すように横柱230と被支持部210との間の第1支持部材251に設置することができる。第1支持部材251は、図2に示すように、その一端が被支持部210に固定され、他端が緩衝装置100と係合するロープ部材253と、その一端が横柱230に固定され、他端が緩衝装置100と係合するロープ部材252とを有する。なお、第1支持部材251は、横柱230と緩衝装置100との間に図示しない他の緩衝装置を設けてもよい。なお、緩衝装置100が、第1支持部材251に設置される場合には、ロープ部材252と、ロープ部材253とが、本発明の「2本のロープ部材」に相当する。
(First support member 251)
The first support member 251 is formed in a rope shape, is disposed between the horizontal column 230 and the supported portion 210, and supports the fallen rock catching portion 240. The first support member 251 is formed of, for example, a steel wire rope. One end of the first support member 251 is directly or indirectly fixed to the supported portion 210, and the other end is directly or indirectly fixed to the cross column 230. The shock absorber 100 can be installed on the first support member 251 between the horizontal column 230 and the supported portion 210 as shown in FIG. As shown in FIG. 2, the first support member 251 has one end fixed to the supported portion 210 and the other end fixed to the rope member 253 engaged with the shock absorber 100, and one end fixed to the horizontal post 230, The other end has a rope member 252 engaged with the shock absorber 100. The first support member 251 may be provided with another shock absorber not shown between the cross column 230 and the shock absorber 100. When the shock absorbing device 100 is installed on the first support member 251, the rope member 252 and the rope member 253 correspond to "two rope members" in the present invention.

(第2支持部材255)
第2支持部材255は、ロープ状に形成され、複数の支柱220の間に配置され落石捕捉部240を支持するものである。第2支持部材255は、例えば、鋼製のワイヤーロープで形成されている。第2支持部材255は、支柱220に直接的又は間接的に固定されてもよい。緩衝装置100は、図1に示すように支柱220間の第2支持部材255に設置することができる。第2支持部材255は、一端が支柱220に固定されて他端が緩衝装置100と係合するロープ部材256と、一端が隣接する他の支柱220に固定されて他端が緩衝装置100と係合するロープ部材257とから構成され、本発明の「2本のロープ部材」に相当する。
(Second support member 255)
The second support member 255 is formed in a rope shape, is disposed between the plurality of columns 220, and supports the rockfall catching portion 240. The second support member 255 is formed of, for example, a steel wire rope. The second support member 255 may be fixed to the support 220 directly or indirectly. The shock absorber 100 can be installed on the second support member 255 between the columns 220 as shown in FIG. The second support member 255 is fixed to the rope member 256, one end of which is fixed to the support 220 and the other end engages with the shock absorber 100, and the other end fixed to the other support 220 adjacent to the other end. It consists of a pair of rope members 257, and corresponds to "two rope members" of the present invention.

[緩衝装置100]
図3は、本発明の実施の形態1に係る緩衝装置100の正面図である。図4は、本発明の実施の形態1に係る緩衝装置100のA−A線断面図である。図5は、本発明の実施の形態1に係る緩衝装置100の側面図である。図1〜図5を用いて、緩衝装置100について説明する。図5において矢印は、落石捕捉部240が落石捕捉している時にロープ部材252及びロープ部材253に作用する張力の方向を示す。なお、以下の説明では、緩衝装置100は、第1支持部材251に配置されているものとする。そして、本発明に記載の「2本のロープ部材」は、第1支持部材251を構成するロープ部材252及びロープ部材253として説明する。緩衝装置100が第2支持部材255に配置される場合には、ロープ部材252及びロープ部材253として説明する部分は、ロープ部材256及びロープ部材257に該当するものとする。
[Shock absorber 100]
FIG. 3 is a front view of the shock absorber 100 according to the first embodiment of the present invention. FIG. 4: is the sectional view on the AA line of the shock absorber 100 based on Embodiment 1 of this invention. FIG. 5 is a side view of the shock absorber 100 according to the first embodiment of the present invention. The shock absorber 100 will be described using FIGS. 1 to 5. The arrows in FIG. 5 indicate the direction of the tension acting on the rope member 252 and the rope member 253 when the rockfall catcher 240 is catching a rockfall. In the following description, it is assumed that the shock absorber 100 is disposed in the first support member 251. And "two rope members" as described in the present invention are explained as rope member 252 and rope member 253 which constitute the first support member 251. When the shock absorber 100 is disposed in the second support member 255, the portions described as the rope member 252 and the rope member 253 correspond to the rope member 256 and the rope member 257.

緩衝装置100は、落石の運動エネルギーを吸収する装置の一つである。緩衝装置100は、落石を捕捉する落石捕捉部240を支持するロープ状の支持部材250を有する落石防護装置200に取り付けられている。緩衝装置100は、支持部材250を構成し、落石捕捉時に反対方向に張力が作用するロープ部材252及びロープ部材253の2本のロープ部材の重合部分を把持する。緩衝装置100は、第1拘束板10と、第2拘束板20と、中間板30と、締結部材40と、を有する。   The shock absorber 100 is one of the devices that absorb kinetic energy of falling rocks. The shock absorber 100 is attached to a rockfall protection device 200 having a rope-like support member 250 supporting a rockfall catcher 240 for catching rockfall. The shock absorber 100 constitutes a support member 250, and grips overlapping portions of two rope members, a rope member 252 and a rope member 253, which are tensioned in the opposite direction at the time of rockfall capture. The shock absorber 100 includes a first restraint plate 10, a second restraint plate 20, an intermediate plate 30, and a fastening member 40.

第1拘束板10は、矩形の板体を折曲加工して形成したもので、平板状に形成された第1平板部11と、第1平板部11の短手方向の中央部分において長手方向に沿って断面円弧状に膨出した第1膨出部12とを有する。第2拘束板20は、矩形の板体を折曲加工して形成したもので、平板状に形成された第2平板部21と、第2平板部21の短手方向の中央部分において長手方向に沿って断面円弧状に膨出した第2膨出部22とを有する。第1拘束板10及び第2拘束板20の長手方向の長さは、ロープ部材252及びロープ部材253に作用する張力に応じて適宜決定するものとする。第1拘束板10及び第2拘束板20は、ばね鋼など、引張度の高い各種金属板を使用することが望ましい。なお、第1膨出部12及び第2膨出部22の断面形状は、円弧形状に限定するものではなく、例えば、逆V字形状、逆U字形状、等他の断面形状であってもよい。   The first constraining plate 10 is formed by bending a rectangular plate, and the first flat plate portion 11 formed in a flat plate shape and the longitudinal direction at the central portion in the width direction of the first flat plate portion 11 And a first bulging portion 12 bulging in an arc shape in cross section. The second restraint plate 20 is formed by bending a rectangular plate, and the second restraint plate 20 has a longitudinal direction in a central portion of the second flat plate portion 21 formed in a flat plate shape and the second flat plate portion 21 in the lateral direction. And a second bulging portion 22 bulging in an arc shape in cross section. The length in the longitudinal direction of the first restraint plate 10 and the second restraint plate 20 is appropriately determined in accordance with the tension acting on the rope member 252 and the rope member 253. As the first restraint plate 10 and the second restraint plate 20, it is desirable to use various metal plates having high tensile strength, such as spring steel. In addition, the cross-sectional shape of the 1st bulging part 12 and the 2nd bulging part 22 is not limited to circular arc shape, For example, even if it is other cross-sectional shapes, such as reverse V shape and reverse U shape Good.

第1膨出部12及び第2膨出部22の両側の、第1平板部11及び第2平板部21には、長手方向に沿って、それぞれ一列にボルト孔(図示せず)が穿設されている。第1平板部11及び第2平板部21によるロープ部材252及びロープ部材253の拘束効果を考慮すると、ボルト孔の形成位置、すなわち締結部材40の締結位置は、第1膨出部12及び第2膨出部22により近い位置が望ましい。   In the first flat plate portion 11 and the second flat plate portion 21 on both sides of the first bulging portion 12 and the second bulging portion 22, bolt holes (not shown) are formed in one row along the longitudinal direction. It is done. In consideration of the restraint effect of the rope members 252 and 253 by the first flat plate portion 11 and the second flat plate portion 21, the forming position of the bolt hole, that is, the fastening position of the fastening member 40 is the first bulging portion 12 and the second bulging portion. A position closer to the bulging portion 22 is desirable.

第1拘束板10及び第2拘束板20は、お互いを重ね合わせた時に、互いに反対方向に膨出するように第1膨出部12及び第2膨出部22が形成されている。第1膨出部12及び第2膨出部22には、それぞれロープ部材252及びロープ部材253が挿通される。第1膨出部12及び第2膨出部22の内周面は、ロープ部材252及びロープ部材253の周面と面接触が可能な形状とする。   When the first restraint plate 10 and the second restraint plate 20 overlap each other, the first bulging portion 12 and the second bulging portion 22 are formed so as to bulge in opposite directions. The rope member 252 and the rope member 253 are respectively inserted into the first bulging portion 12 and the second bulging portion 22. Inner circumferential surfaces of the first bulging portion 12 and the second bulging portion 22 have a shape that allows surface contact with the circumferential surfaces of the rope member 252 and the rope member 253.

中間板30は、対峙する第1拘束板10と第2拘束板20との間に配置される。中間板30は、矩形状に形成された剛性体であり、第1平板部11及び第2平板部21のボルト孔に併せて孔が穿設された板体である。中間板30は、ロープ部材252及びロープ部材253の2本のロープ部材と当接する面が平滑面で形成されている。   The middle plate 30 is disposed between the opposing first restraint plate 10 and the second restraint plate 20. The intermediate plate 30 is a rigid body formed in a rectangular shape, and is a plate in which holes are bored in the bolt holes of the first flat plate portion 11 and the second flat plate portion 21. The intermediate plate 30 is formed with smooth surfaces that come in contact with the rope members 252 and the two rope members of the rope members 253.

締結部材40は、第1膨出部12を介して両側に位置する第1平板部11と、第2膨出部22を介して両側に位置する第2平板部21とを締付けるものである。締結部材40は、第1膨出部12及び第2膨出部22に沿って、第1膨出部12及び第2膨出部22の両側に設けられている。締結部材40は、ボルト41とナット42と有する。なお、締結部材40は、第1拘束板10、第2拘束板20、及び、中間板30と、ロープ部材252及びロープ部材253とを軟結合(所定の引っ張り力で摺動する結合)できるものであればよく、ボルト41及びナット42に限定されるものではない。締結部材40の設置数は、図3〜図5に示すように、第1膨出部12及び第2膨出部22の両側において、片側に4箇所ずつの合計8箇所である。しかし、締結部材40の設置数は、合計8箇所に限定するものではなく、ロープ部材252及びロープ部材253に作用する張力に応じて適宜決定するものとする。   The fastening member 40 clamps the first flat plate portion 11 located on both sides via the first bulging portion 12 and the second flat plate portion 21 located on both sides via the second bulging portion 22. The fastening member 40 is provided on both sides of the first bulging portion 12 and the second bulging portion 22 along the first bulging portion 12 and the second bulging portion 22. The fastening member 40 has a bolt 41 and a nut 42. In addition, the fastening member 40 can be softly coupled (coupled to slide by a predetermined tensile force) with the first restraint plate 10, the second restraint plate 20, the intermediate plate 30, and the rope member 252 and the rope member 253. It is not limited to the bolt 41 and the nut 42. The installation number of the fastening member 40 is a total of eight places of four places on one side in the both sides of the 1st bulging part 12 and the 2nd bulging part 22, as shown in FIGS. 3-5. However, the installation number of the fastening members 40 is not limited to eight in total, and is appropriately determined in accordance with the tension acting on the rope member 252 and the rope member 253.

第1膨出部12と中間板30との間に2本のロープ部材のうちの一方のロープ部材252が配置され、第2膨出部22と中間板30との間に2本のロープ部材のうちの他方のロープ部材253が配置される。第1拘束板10及び第2拘束板20に作用させた締結部材40による締結力により、第1膨出部12及び第2膨出部22と、中間板30とは、ロープ部材252及びロープ部材253の2本のロープ部材を挟持する。緩衝装置100は、ロープ部材252及びロープ部材253に所定以上の張力が負荷されると緩衝装置100に対して摺動するような摩擦力でロープ部材252及びロープ部材253を挟持している。   One rope member 252 of the two rope members is disposed between the first bulging portion 12 and the middle plate 30, and the two rope members are disposed between the second bulging portion 22 and the middle plate 30. The other rope member 253 is disposed. The first bulging portion 12 and the second bulging portion 22 by the fastening force by the fastening member 40 acting on the first restraint plate 10 and the second restraint plate 20, and the intermediate plate 30, the rope member 252 and the rope member Hold the two 253 rope members. The shock absorbing device 100 sandwiches the rope member 252 and the rope member 253 with a frictional force that slides against the shock absorbing device 100 when a tension greater than a predetermined tension is loaded on the rope member 252 and the rope member 253.

ロープ部材252及びロープ部材253の2本のロープ部材は、それぞれロープの途中部分が挟持されている。そのため、ロープ部材252及びロープ部材253の2本のロープ部材は、それぞれ第1拘束板及び第2拘束板から所定の長さだけ延出した余長部252a及び余長部253aを有しており、その端部は自由端とされている。余長部252a及び余長部253aは、第1拘束板及び第2拘束板から、それぞれ反対方向に延出している。なお、2本のロープ部材を構成する支持部材250が、横柱230と被支持部210との間に配置され落石捕捉部240を支持する第1支持部材251である場合には、2本のロープ部材はロープ部材252とロープ部材253とから構成される。2本のロープ部材のうちの一方のロープ部材252は、横柱230に直接的又は間接的に固定され、記2本のロープ部材のうちの他方のロープ部材253は、被支持部210に直接的又は間接的に固定されている。また、2本のロープ部材を構成する支持部材250が、横複数の支柱220の間に配置され落石捕捉部240を支持する第2支持部材255である場合には、2本のロープ部材はロープ部材256とロープ部材257とから構成される。2本のロープ部材のうちの一方のロープ部材256は、支柱220に直接的又は間接的に固定され、2本のロープ部材のうちの他方のロープ部材257は、支柱220に隣接する他の支柱220に直接的又は間接的に固定されている。   The two rope members of the rope member 252 and the rope member 253 each hold a midway portion of the rope. Therefore, the two rope members of the rope member 252 and the rope member 253 have an extra length portion 252a and an extra length portion 253a which extend from the first restraint plate and the second restraint plate by a predetermined length, respectively. , Its end is a free end. The extra length portion 252a and the extra length portion 253a extend in opposite directions from the first restraint plate and the second restraint plate, respectively. In the case where the support members 250 constituting the two rope members are the first support members 251 disposed between the horizontal column 230 and the supported portion 210 and supporting the falling rock catching portion 240, two of them. The rope member is composed of a rope member 252 and a rope member 253. One rope member 252 of the two rope members is fixed directly or indirectly to the cross column 230, and the other rope member 253 of the two rope members is directly fixed to the supported portion 210. Fixedly or indirectly. Moreover, when the support member 250 which comprises two rope members is the 2nd support member 255 which is arrange | positioned between the horizontal several columns 220 and supports the falling stone capture part 240, two rope members are ropes It comprises a member 256 and a rope member 257. One rope member 256 of the two rope members is directly or indirectly fixed to the support 220, and the other rope member 257 of the two rope members is the other support adjacent to the support 220. 220 is fixed directly or indirectly.

ロープ部材252及びロープ部材253が、第1拘束板10及び第2拘束板20と、中間板30との間から抜け落ちないようにロープ部材252及びロープ部材253の端部には係止部270及び係止部271が設けられている。係止部270及び係止部271は、余長部252a及び余長部253aの先端部分に設けられている。係止部270及び係止部271は、第1拘束板10及び第2拘束板20と、中間板30との間に形成された開口部35の直径よりも外側に張り出した端縁部270a及び端縁部271aを有する。ロープ部材252及びロープ部材253が摺動しても、端縁部270a及び端縁部271aが、第1拘束板10と、第2拘束板20と、中間板30と当接する。そのため、係止部270及び係止部271は、ロープ部材252及びロープ部材253が、開口部35から抜け落ちることを防ぐ。   In order to prevent the rope member 252 and the rope member 253 from falling out between the first restraint plate 10 and the second restraint plate 20 and the intermediate plate 30, the rope member 252 and the end of the rope member 253 have a locking portion 270 and A locking portion 271 is provided. The locking portion 270 and the locking portion 271 are provided at the tip end portions of the extra length portion 252a and the extra length portion 253a. The locking portion 270 and the locking portion 271 have an end edge portion 270 a protruding outward beyond the diameter of the opening 35 formed between the first restraint plate 10 and the second restraint plate 20 and the intermediate plate 30. It has an edge 271a. Even when the rope member 252 and the rope member 253 slide, the end edge portion 270a and the end edge portion 271a abut on the first restraint plate 10, the second restraint plate 20, and the intermediate plate 30. Therefore, the locking portion 270 and the locking portion 271 prevent the rope member 252 and the rope member 253 from falling off the opening 35.

[緩衝装置100の動作]
ロープ部材252及びロープ部材253は、落石が捕捉されていない通常の状態では、第1拘束板10及び第2拘束板20と、中間板30とに面接触して強く固定されている状態である。落石捕捉部240によって落石が捕捉されると、落石捕捉部240を支持するロープ部材252及びロープ部材253には落石による負荷が加えられ、張力が作用する。ロープ部材252及びロープ部材253に一定以上の張力が作用すると、ロープ部材252及びロープ部材253は、第1拘束板10及び第2拘束板20と、中間板30との間摺動摩擦抵抗に抗しながら、第1拘束板10及び第2拘束板20と、中間板30とから抜ける方向に摺動する。ロープ部材252及びロープ部材253が、摺動摩擦抵抗に抗しながら摺動することによって落石の衝撃力が緩衝されるとともにロープ部材252及びロープ部材253に作用する張力が低減する。
[Operation of shock absorber 100]
The rope member 252 and the rope member 253 are in a state of being firmly fixed in surface contact with the first restraint plate 10 and the second restraint plate 20 and the intermediate plate 30 in a normal state in which no falling rock is captured. . When the falling rock is captured by the falling rock capture portion 240, the rope member 252 and the rope member 253 supporting the falling rock capture portion 240 are loaded by the falling rock and tension is applied. When a predetermined tension or more acts on the rope member 252 and the rope member 253, the rope member 252 and the rope member 253 resist sliding friction resistance between the first restraint plate 10 and the second restraint plate 20 and the intermediate plate 30. However, it slides in the direction of coming out of the first restraint plate 10 and the second restraint plate 20 and the intermediate plate 30. The rope member 252 and the rope member 253 slide against the sliding frictional resistance to buffer the impact force of the fallen rock and reduce the tension acting on the rope member 252 and the rope member 253.

以上のように、緩衝装置100は、落石捕捉時に反対方向に張力が作用するロープ部材252及びロープ部材253の2本のロープ部材の重合部分を把持するものである。そして、緩衝装置100は、第1膨出部12と中間板30との間に2本のロープ部材のうちの一方のロープ部材252が配置され、第2膨出部22と中間板30との間に2本のロープ部材のうちの他方のロープ部材253が配置される。そのため、緩衝装置100は、ロープ部材252及びロープ部材253が、第1拘束板10及び第2拘束板20と、中間板30と面接触し、摺動摩擦抵抗に抗しながら摺動する。この際、緩衝装置100は、2本のロープ部材が、第1拘束板10及び第2拘束板20と、並びに、中間板30と面接触することで、2本のロープ部材に加わる張力の低減を一定にすることができる。また、緩衝装置100は、ロープ部材252及びロープ部材253に加わる張力の低減を一定にすることができることで、意図した荷重でロープ部材252及びロープ部材253を摺動させることができる。   As described above, the shock absorber 100 grips the overlapping portions of the two rope members of the rope member 252 and the rope member 253, which are tensioned in the opposite direction when catching a falling rock. In the shock absorbing device 100, one rope member 252 of the two rope members is disposed between the first bulging portion 12 and the middle plate 30, and the second bulging portion 22 and the middle plate 30 are provided. The other rope member 253 of the two rope members is disposed between them. Therefore, in the shock absorber 100, the rope member 252 and the rope member 253 make surface contact with the first restraint plate 10 and the second restraint plate 20 and the intermediate plate 30, and slide against the sliding frictional resistance. At this time, in the shock absorber 100, the two rope members make surface contact with the first restraint plate 10 and the second restraint plate 20 and the intermediate plate 30, thereby reducing the tension applied to the two rope members. Can be fixed. Moreover, the shock absorbing device 100 can slide the rope member 252 and the rope member 253 with an intended load by being able to make constant the reduction of the tension applied to the rope member 252 and the rope member 253.

また、中間板30は、ロープ部材252及びロープ部材253の2本のロープ部材と当接する面が平滑面で形成されている。そのため、緩衝装置100は、ロープ部材252及びロープ部材253の摺動時の初期移動荷重を一定にすることができる。   Further, the surface of the intermediate plate 30 in contact with the two rope members of the rope member 252 and the rope member 253 is formed as a smooth surface. Therefore, shock absorbing device 100 can make initial movement load at the time of sliding of rope member 252 and rope member 253 constant.

また、締結部材40は、第1膨出部12及び第2膨出部22に沿って、第1膨出部12及び第2膨出部22の両側に設けられ、第1膨出部12を介して両側に位置する第1平板部11と、第2膨出部22を介して両側に位置する第2平板部21とを締結する。そのため、緩衝装置100は、第1拘束板10と第2拘束板20との締結に偏心がなく、ロープ部材252及びロープ部材253は同一線上で張力が働くため、ロープ部材252及びロープ部材253に加わる張力の低減を一定にすることができる。   In addition, the fastening member 40 is provided on both sides of the first bulging portion 12 and the second bulging portion 22 along the first bulging portion 12 and the second bulging portion 22, and the first bulging portion 12 is The first flat plate portion 11 located on both sides and the second flat plate portion 21 located on both sides via the second bulging portion 22 are fastened. Therefore, the shock absorber 100 has no eccentricity in fastening the first restraint plate 10 and the second restraint plate 20, and the rope member 252 and the rope member 253 exert tension on the same line. The reduction of applied tension can be made constant.

また、ロープ部材252及びロープ部材253の2本のロープ部材は、第1拘束板10及び第2拘束板20から延出した余長部252a及び余長部253aを有する。そのため、緩衝装置100は、余長部252a及び余長部253aの長さを調節することで、落石捕捉部240にかかる荷重が意図した吸収エネルギー(仕事量)になるまでロープ部材252及びロープ部材253を摺動させることができる。   Further, the two rope members of the rope member 252 and the rope member 253 have a surplus length portion 252 a and a surplus length portion 253 a extended from the first restraint plate 10 and the second restraint plate 20. Therefore, the shock absorbing device 100 adjusts the lengths of the extra length portion 252a and the extra length portion 253a to make the rope member 252 and the rope member until the load applied to the falling rock capturing portion 240 becomes the intended absorbed energy (work amount) 253 can slide.

また、ロープ部材252及びロープ部材253の2本のロープ部材は、余長部252a及び余長部253aの先端部分に、第1拘束板10及び第2拘束板20と、中間板30との間に形成された開口部35の直径よりも外側に張り出した端縁部270a及び端縁部271aを有する係止部270及び係止部271を備えている。そのため、緩衝装置100は、ロープ部材252及びロープ部材253の摺動する長さを調節することで、落石捕捉部240にかかる荷重が意図した吸収エネルギー(仕事量)になるまでロープ部材252及びロープ部材253を摺動させることができる。   Further, the two rope members of the rope member 252 and the rope member 253 are disposed between the first restraint plate 10 and the second restraint plate 20 and the middle plate 30 at the tip end portions of the extra length portion 252a and the extra length portion 253a. A locking portion 270 and a locking portion 271 having an end edge portion 270a and an end edge portion 271a protruding outward beyond the diameter of the opening 35 formed in the. Therefore, the shock absorbing device 100 adjusts the sliding length of the rope member 252 and the rope member 253 to adjust the load applied to the falling rock catching portion 240 to the intended absorbed energy (work amount). The member 253 can slide.

また、2本のロープ部材のうちの一方のロープ部材252は、横柱230に直接的又は間接的に固定され、2本のロープ部材のうちの他方のロープ部材253は、被支持部210に直接的又は間接的に固定されている。そのため、緩衝装置100は、横柱230と被支持部210との間の第1支持部材251の張力を低減することができる。   Further, one rope member 252 of the two rope members is directly or indirectly fixed to the horizontal post 230, and the other rope member 253 of the two rope members is fixed to the supported portion 210. It is fixed directly or indirectly. Therefore, the shock absorber 100 can reduce the tension of the first support member 251 between the horizontal column 230 and the supported portion 210.

前記2本のロープ部材のうちの一方のロープ部材256は、支柱220に直接的又は間接的に固定され、2本のロープ部材のうちの他方のロープ部材257は、支柱220に隣接する他の支柱220に直接的又は間接的に固定される。そのため、緩衝装置100は、支柱220間の第2支持部材255の張力を低減することができる。   One rope member 256 of the two rope members is directly or indirectly fixed to the support 220, and the other rope member 257 of the two rope members is adjacent to the support 220. It is fixed to the support 220 directly or indirectly. Therefore, the shock absorber 100 can reduce the tension of the second support member 255 between the columns 220.

なお、本発明の実施の形態は、上記実施の形態1に限定されず、種々の変更を加えることができる。例えば、被支持部210は、地盤或いは擁壁等の基礎部分に限られず、鋼材(例えば、H型鋼、角形鋼管、丸形鋼管)でもよい。また、緩衝装置100は、すべての第1支持部材251及び第2支持部材255に設ける必要はなく、第1支持部材251及び第2支持部材255において大きな張力が作用する箇所のみに設けてもよい。   The embodiment of the present invention is not limited to the above-described Embodiment 1, and various modifications can be made. For example, the supported portion 210 is not limited to the ground or a base portion such as a retaining wall, and may be steel (for example, H-shaped steel, square steel pipe, round steel pipe). Further, the shock absorber 100 does not have to be provided for all the first support members 251 and the second support members 255, and may be provided only at the places where a large tension acts on the first support members 251 and the second support members 255. .

10 第1拘束板、11 第1平板部、12 第1膨出部、20 第2拘束板、21 第2平板部、22 第2膨出部、30 中間板、35 開口部、40 締結部材、41 ボルト、42 ナット、100 緩衝装置、200 落石防護装置、210 被支持部、220 支柱、230 横柱、240 落石捕捉部、250 支持部材、251 第1支持部材、252 ロープ部材、252a 余長部、253 ロープ部材、253a 余長部、255 第2支持部材、256 ロープ部材、257 ロープ部材、270 係止部、270a 端縁部、271 係止部、271a 端縁部。   10 first restraint plate, 11 first flat plate portion, 12 first bulged portion, 20 second restraint plate, 21 second flat plate portion, 22 second bulged portion, 30 intermediate plate, 35 opening portion, 40 fastening member, 41 bolt, 42 nut, 100 shock absorber, 200 rock fall protection device, 210 supported portion, 220 post, 230 horizontal post, 240 rock falling catch portion, 250 support member, 251 first support member, 252 rope member, 252a excess length portion , 253 rope member, 253a extra length portion, 255 second support member, 256 rope member, 257 rope member, 270 locking portion, 270a end edge portion, 271 locking portion, 271a end edge portion.

Claims (7)

落石を捕捉する落石捕捉部を支持するロープ状の支持部材を有する落石防護装置に取り付けられ、前記支持部材を構成し、落石捕捉時に反対方向に張力が作用する2本のロープ部材の重合部分を把持する緩衝装置であって、
平板状に形成された第1平板部と、前記第1平板部の短手方向の中央部分において長手方向に沿って膨出した第1膨出部とを有する第1拘束板と、
平板状に形成された第2平板部と、前記第2平板部の短手方向の中央部分において長手方向に沿って膨出した第2膨出部とを有する第2拘束板と、
前記第1拘束板と前記第2拘束板との間に配置される中間板と、
前記第1拘束板の前記第1平板部と前記第2拘束板の前記第2平板部とを締付ける締結部材と、
を有し、
前記第1膨出部と前記中間板との間に前記2本のロープ部材のうちの一方のロープ部材が配置され、
前記第2膨出部と前記中間板との間に前記2本のロープ部材のうちの他方のロープ部材が配置される緩衝装置。
Attached to a rockfall protection device having a rope-like support member supporting a rockfall catcher for catching a rockfall, which constitutes the support member, and which includes tensioned portions of two rope members acting in tension in the opposite direction at the time of rockfall catchment A shock absorber that holds
A first restraint plate having a first flat plate portion formed in a flat plate shape, and a first bulging portion bulging along a longitudinal direction at a central portion in a short side direction of the first flat plate portion;
A second restraint plate having a second flat plate portion formed in a flat plate shape, and a second bulging portion bulging along a longitudinal direction at a central portion in the short side direction of the second flat plate portion;
An intermediate plate disposed between the first restraint plate and the second restraint plate;
A fastening member for fastening the first flat plate portion of the first restraint plate and the second flat plate portion of the second restraint plate;
Have
One rope member of the two rope members is disposed between the first bulging portion and the intermediate plate,
The buffer device wherein the other rope member of the two rope members is disposed between the second bulging portion and the intermediate plate.
前記中間板は、前記2本のロープ部材と当接する面が平滑面で形成されている請求項1に記載の緩衝装置。   The shock absorber according to claim 1, wherein the middle plate has a smooth surface in contact with the two rope members. 前記締結部材は、前記第1膨出部及び前記第2膨出部に沿って、前記第1膨出部及び前記第2膨出部の両側に設けられ、前記第1膨出部を介して両側に位置する前記第1平板部と、前記第2膨出部を介して両側に位置する前記第2平板部とを締結する請求項1又は2に記載の緩衝装置。   The fastening member is provided on both sides of the first bulging portion and the second bulging portion along the first bulging portion and the second bulging portion, and the fastening member is provided via the first bulging portion. The shock absorber according to claim 1 or 2 which fastens said 1st flat part located on both sides, and said 2nd flat part located on both sides via said 2nd bulging part. 前記2本のロープ部材は、前記第1拘束板及び前記第2拘束板から延出した余長部を有する請求項1〜3のいずれか1項に記載の緩衝装置。   The shock absorber according to any one of claims 1 to 3, wherein the two rope members have extra length portions extending from the first restraint plate and the second restraint plate. 前記2本のロープ部材は、前記余長部の先端部分に、前記第1拘束板及び前記第2拘束板と、前記中間板との間に形成された開口部の直径よりも外側に張り出した端縁部を有する係止部を備えた請求項4に記載の緩衝装置。   The two rope members protrude outward beyond the diameter of the opening formed between the first restraint plate, the second restraint plate, and the middle plate at the tip end portion of the extra length portion. The shock absorber according to claim 4, further comprising a locking portion having an end edge. 前記落石防護装置は、被支持部に固定される複数の支柱と、前記複数の支柱の間に架設された横柱と、を更に有し、
前記2本のロープ部材のうちの一方のロープ部材は、前記横柱に直接的又は間接的に固定され、
前記2本のロープ部材のうちの他方のロープ部材は、前記被支持部に直接的又は間接的に固定される請求項1〜5のいずれか1項に記載の緩衝装置。
The rockfall protection device further includes: a plurality of columns fixed to the supported portion; and a horizontal column installed between the plurality of columns.
One rope member of the two rope members is directly or indirectly fixed to the cross column,
The shock absorber according to any one of claims 1 to 5, wherein the other rope member of the two rope members is fixed directly or indirectly to the supported portion.
前記落石防護装置は、被支持部に固定される複数の支柱を更に有し、
前記2本のロープ部材のうちの一方のロープ部材は、前記支柱に直接的又は間接的に固定され、
前記2本のロープ部材のうちの他方のロープ部材は、前記支柱に隣接する他の前記支柱に直接的又は間接的に固定される請求項1〜5のいずれか1項に記載の緩衝装置。
The rockfall protection device further includes a plurality of columns fixed to the supported portion,
One rope member of the two rope members is directly or indirectly fixed to the support post,
The shock absorber according to any one of claims 1 to 5, wherein the other rope member of the two rope members is fixed directly or indirectly to the other pillar adjacent to the pillar.
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US5732935A (en) * 1996-08-09 1998-03-31 Codario, Jr.; Samuel C. Golf barrier cross bracing system
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JP2004162486A (en) * 2002-11-15 2004-06-10 Nippon Zenith Pipe Co Ltd Guard fence
JP2005240388A (en) * 2004-02-26 2005-09-08 Kanamori Tobei Shoji Kk Multistage energy absorbing rock fall protecting fence
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL2034150A (en) * 2022-03-01 2023-09-06 Univ Taizhou Hillside blocking net fixing mechanism for ecological restoration

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