JP6925674B1 - Mounting structure of shock absorber for guard fence and horizontal rope and shock absorber - Google Patents

Mounting structure of shock absorber for guard fence and horizontal rope and shock absorber Download PDF

Info

Publication number
JP6925674B1
JP6925674B1 JP2020193413A JP2020193413A JP6925674B1 JP 6925674 B1 JP6925674 B1 JP 6925674B1 JP 2020193413 A JP2020193413 A JP 2020193413A JP 2020193413 A JP2020193413 A JP 2020193413A JP 6925674 B1 JP6925674 B1 JP 6925674B1
Authority
JP
Japan
Prior art keywords
shock absorber
horizontal rope
extra length
rope
hole
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.)
Active
Application number
JP2020193413A
Other languages
Japanese (ja)
Other versions
JP2022082070A (en
Inventor
陽一 西田
陽一 西田
満明 山本
満明 山本
太一 石井
太一 石井
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.)
Protec Engineering Inc
Original Assignee
Protec Engineering Inc
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 Protec Engineering Inc filed Critical Protec Engineering Inc
Priority to JP2020193413A priority Critical patent/JP6925674B1/en
Priority to PCT/JP2021/028795 priority patent/WO2022107398A1/en
Application granted granted Critical
Publication of JP6925674B1 publication Critical patent/JP6925674B1/en
Publication of JP2022082070A publication Critical patent/JP2022082070A/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F7/00Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
    • E01F7/04Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Abstract

【課題】防護柵の外側へ向けた横ロープの余長部のはみ出しをなくしつつ、安定した緩衝作用を発揮できる、防護柵用の緩衝装置及び横ロープと緩衝装置の取付構造を提供すること。【解決手段】径差を有する挿通孔42と把持孔43を並設した摩擦摺動式の緩衝具40と、横ロープ20の余長部22を反転させる反転ガイド体50と、緩衝具40と反転ガイド体50との間に位置する反転スペーサ60とを具備した緩衝装置30を支柱10の内側側面に係留し、緩衝装置30内で反転させた横ロープ20の余長部20を緩衝具40で把持しつつ、横ロープ20の余長部22を防護柵の内側へ向けて配索し得るように構成した。【選択図】図2PROBLEM TO BE SOLVED: To provide a shock absorber for a guard fence and a mounting structure of the horizontal rope and the buffer device capable of exerting a stable buffering action while eliminating the protrusion of an extra length portion of the horizontal rope toward the outside of the guard fence. SOLUTION: A friction sliding type shock absorber 40 in which an insertion hole 42 having a diameter difference and a gripping hole 43 are arranged side by side, an inversion guide body 50 for reversing an extra length portion 22 of a horizontal rope 20, and a shock absorber 40. A shock absorber 30 provided with a reverse spacer 60 located between the reverse guide body 50 is moored on the inner side surface of the support column 10, and the extra length 20 of the horizontal rope 20 inverted in the shock absorber 30 is used as the shock absorber 40. The extra length portion 22 of the horizontal rope 20 can be routed toward the inside of the guard fence while being gripped by. [Selection diagram] Fig. 2

Description

本発明は落石、崩落土砂、雪崩等の落下物を捕捉する防護柵に関し、特に柵外へ向けたロープの余長部のはみ出しをなくし、安定した緩衝作用を発揮できる防護柵用の緩衝装置及び横ロープと緩衝装置の取付構造に関する。 The present invention relates to a protective fence that catches falling objects such as rockfalls, landslides, and avalanches. Regarding the mounting structure of the horizontal rope and the shock absorber.

防護ネットを構成する横ロープの両端部に設けた緩衝装置の衝撃吸収作用により衝撃を減衰しながら落下物を捕捉する防護柵は周知である。
緩衝装置として摩擦摺動式の緩衝装置が広く知られている。
この緩衝装置は、複数の挟持板とこれらの挟持板を締め付ける複数の締付ボルトとを具備し、挟持板との間に配置した単数または複数の横ロープを締付ボルトで締め付け、横ロープと挟持板との間に生じる摩擦抵抗を超えた張力が横ロープに作用したときに横ロープがスリップして衝撃エネルギーを吸収する。
It is well known that a protective fence that catches a falling object while attenuating the impact by the impact absorbing action of the shock absorbing devices provided at both ends of the horizontal rope constituting the protective net.
As a shock absorber, a friction sliding type shock absorber is widely known.
This shock absorber includes a plurality of holding plates and a plurality of tightening bolts for tightening the holding plates, and tightens a single or a plurality of horizontal ropes arranged between the holding plates with the tightening bolts. When a tension exceeding the frictional resistance generated between the holding plate and the horizontal rope acts on the horizontal rope, the horizontal rope slips and absorbs impact energy.

緩衝装置の取付け形態としては、各支柱本体に緩衝装置を固定して取り付ける形態や(特許文献1)、各支柱本体の側面にUボルトを介して緩衝装置を係留して取り付ける形態が知られている(特許文献2)。 As a form of attaching the shock absorber, a form in which the shock absorber is fixedly attached to each support column body (Patent Document 1) and a form in which the shock absorber is moored and attached to the side surface of each support column body via a U bolt are known. (Patent Document 2).

何れの取付け形態にあっても、緩衝装置を各横ロープの左右両側に設け、横ロープのの一部に作用した荷重を左右両側の緩衝装置へ伝達するように構成している。
横ロープを緩衝装置に把持する場合は、予め設定したスリップ長のロープを余長部として緩衝装置から横ロープの延長方向へ向けて延出している。
Regardless of the mounting form, shock absorbers are provided on the left and right sides of each horizontal rope so as to transmit the load acting on a part of the horizontal ropes to the shock absorbers on both the left and right sides.
When the horizontal rope is gripped by the shock absorber, a rope having a preset slip length is used as an extra length portion and extends from the shock absorber in the extension direction of the horizontal rope.

特許文献3には支柱以外の箇所で横ロープの一部に緩衝装置を設置する形態が開示されている。これは隣り合う支柱に横架する横ロープの途中を重合させ、横ロープの重合部を把持可能な緩衝装置を設置している。 Patent Document 3 discloses a mode in which a shock absorber is installed on a part of a horizontal rope at a place other than a support column. In this case, the middle of the horizontal ropes laid horizontally on the adjacent columns is polymerized, and a shock absorber capable of gripping the overlapping portion of the horizontal ropes is installed.

特開平6−57712号公報Japanese Unexamined Patent Publication No. 6-57712 特開2002−180422号公報Japanese Unexamined Patent Publication No. 2002-180422 特開2019−60104号公報JP-A-2019-60104

従来の緩衝装置は以下の問題点を有している。
<1>緩衝装置から延出した横ロープの余長部が、防護柵の外側にはみ出したまま放置されている。
防護柵全体からみると、柵本体の外方に多数本の横ロープの余長部がはみ出すことになって景観性を悪くしているだけでなく、登山者等の通行の邪魔になる。
<2>横ロープの重合部に緩衝装置を設置した場合は、横ロープがスリップする際に緩衝装置が荷重の作用方向に引き摺られて横移動する。
緩衝装置が横移動する際に、横ロープに付設した金網等のネット資材と干渉して防護ネットが損傷を受ける。
<3>支柱間に横ロープを張設する作業は、防護柵の外側に別途の反力源(例えば反力杭やアンカー等)を設け、反力源と横ロープとの間にチェーンブロックやレバーホイスト等の巻取機を掛け渡して横ロープを緊張している。
このように従来は、横ロープの緊張作業に先行して堅牢な反力源の設置工を必要として、反力源の設置に多くの時間と労力を要して作業性が悪い。
The conventional shock absorber has the following problems.
<1> The extra length of the horizontal rope extending from the shock absorber is left protruding outside the guard fence.
When viewed from the entire guard fence, the extra lengths of many horizontal ropes protrude outside the fence body, which not only deteriorates the landscape but also obstructs the passage of climbers and the like.
<2> When a shock absorber is installed in the overlapping portion of the horizontal rope, when the horizontal rope slips, the shock absorber is dragged in the direction of action of the load and moves laterally.
When the shock absorber moves laterally, it interferes with net materials such as wire mesh attached to the lateral rope and damages the protective net.
<3> For the work of stretching a horizontal rope between columns, a separate reaction force source (for example, a reaction force pile or anchor) is provided on the outside of the guard fence, and a chain block or a chain block is provided between the reaction force source and the horizontal rope. The horizontal rope is tense by hanging a winder such as a lever hoist.
As described above, conventionally, a robust reaction force source installation work is required prior to the tension work of the horizontal rope, and it takes a lot of time and labor to install the reaction force source, resulting in poor workability.

本発明は以上の問題点を解決するために成されたもので、その目的とするところは、防護柵の外側へ向けた横ロープの余長部のはみ出しをなくしつつ、安定した緩衝作用を発揮できる、防護柵用の緩衝装置及び横ロープと緩衝装置の取付構造を提供することにある。 The present invention has been made to solve the above problems, and the purpose of the present invention is to exhibit a stable buffering action while eliminating the protrusion of the extra length of the horizontal rope toward the outside of the guard fence. It is an object of the present invention to provide a buffer device for a guard rail and a mounting structure for a horizontal rope and a buffer device.

本発明は、所定の間隔を隔てて立設した複数の支柱と、複数の支柱間に張り巡らした防護ネットとを具備し、前記防護ネットは隣り合う支柱の間に張設した単数または複数の横ロープと、該横ロープの少なくとも一端部と支柱の間に緩衝装置を介装した防護柵用の緩衝装置であって、径差を有する挿通孔と把持孔を並設し、前記横ロープの余長部を把持孔で把持可能な単数または複数の緩衝具と、湾曲したガイド面を有し、前記横ロープの余長部を反転させて係留する反転ガイド体とを具備して構成する。
本発明の他の形態において、緩衝装置は前記緩衝具と反転ガイド体との間に位置して、前記緩衝具と反転ガイド体との間隔を一定に保つ反転スペーサをさらに具備し、前記反転スペーサの一方の側面に緩衝具が位置し、前記反転スペーサの他方の側面に反転ガイド体が位置し、緩衝具から延出した横ロープの余長部を防護柵の内側へ向けて配索し得るように、反転ガイド体に巻き掛けて反転させた横ロープの余長部を緩衝具の挿通孔と把持孔に挿通可能に構成した。
本発明の他の形態において、前記反転ガイド体に巻き掛けて反転させた横ロープの余長部を把持する緩衝具の把持孔の孔径が挿通孔より小さい寸法関係にある。
本発明の他の形態において、前記緩衝具の把持孔の孔径が横ロープのロープ径より小さい寸法関係にある。
本発明の他の形態において、前記緩衝具の挿通孔の孔径が横ロープのロープ径と略同径の寸法関係にある。
本発明の他の形態において、前記緩衝具は同一構造を呈する一対の挟持板と、一対の挟持板の間を均一に締め付ける締付手段とを有し、一対の挟持板の対向面に前記挿通孔と把持孔を画成するための断面半円形を呈する二つの収容溝を有する。
本発明の他の形態において、前記緩衝具の挿通孔および把持孔の両端部にラッパ状に拡径した拡径部を形成している。
本発明の他の形態において、前記反転スペーサの一方の側面に複数の緩衝具を並列に配置してもよい。
本発明の他の形態において、前記反転ガイド体が反転スペーサに対して別体構造または一体構造を呈する。
さらに本発明は、所定の間隔を隔てて立設した複数の支柱と、複数の支柱間に張り巡らした防護ネットとを具備し、前記防護ネットは隣り合う支柱の間に張設した単数または複数の横ロープと、該横ロープの少なくとも一端部と支柱の間に介装した緩衝装置とを有する、防護柵における横ロープと緩衝装置の取付構造であって、前記した何れかひとつの緩衝装置を支柱に係留し、前記緩衝装置の反転ガイド体に巻き掛けて反転させた横ロープの余長部を緩衝具の把持孔で把持し、前記緩衝装置から延出する横ロープの余長部を防護柵の内側へ向けて配索し、前記横ロープの張力が緩衝具による余長部の把持力を越えると、余長部と把持孔の間にスリップが生じるように構成する。
本発明の他の形態において、反転ガイド体を支柱に連結して前記緩衝装置を支柱の内側側面に係留する。
本発明の他の形態において、反転ガイド体に巻き掛けて反転させた横ロープの余長部を挿通させた緩衝具の挿通孔と把持孔の径差により横ロープのスリップ時に緩衝具が支柱方向に付勢される。
The present invention includes a plurality of columns erected at predetermined intervals and a protective net stretched between the plurality of columns, and the protective net is a single or a plurality of columns stretched between adjacent columns. A shock absorber for a protective fence in which a shock absorber is interposed between a horizontal rope and at least one end of the horizontal rope and a support column, and an insertion hole and a gripping hole having a diameter difference are arranged side by side to form the horizontal rope. It is configured to include a single or a plurality of shock absorbers capable of gripping the extra length portion by a gripping hole, and a reversing guide body having a curved guide surface and mooring the extra length portion by reversing the extra length portion.
In another embodiment of the present invention, the shock absorber is further provided with an inversion spacer located between the shock absorber and the inversion guide body to keep the distance between the shock absorber and the inversion guide body constant, and the inversion spacer is provided. A shock absorber is located on one side surface, and an inversion guide body is located on the other side surface of the reversing spacer, and the extra length of the horizontal rope extending from the shock absorber can be routed toward the inside of the guard fence. As described above, the extra length portion of the horizontal rope wound around the reversing guide body and inverted can be inserted into the insertion hole and the gripping hole of the shock absorber.
In another embodiment of the present invention, the hole diameter of the gripping hole of the shock absorber that is wound around the reversing guide body and grips the extra length portion of the inverted horizontal rope has a dimensional relationship smaller than that of the insertion hole.
In another embodiment of the present invention, the diameter of the gripping hole of the shock absorber is smaller than the rope diameter of the horizontal rope.
In another embodiment of the present invention, the hole diameter of the insertion hole of the shock absorber has a dimensional relationship of substantially the same diameter as the rope diameter of the horizontal rope.
In another embodiment of the present invention, the shock absorber has a pair of holding plates having the same structure and a tightening means for uniformly tightening between the pair of holding plates, and the insertion holes are formed on the facing surfaces of the pair of holding plates. It has two accommodating grooves having a semicircular cross section for defining the gripping holes.
In another embodiment of the present invention, a trumpet-shaped enlarged diameter portion is formed at both ends of the insertion hole and the gripping hole of the shock absorber.
In another embodiment of the present invention, a plurality of shock absorbers may be arranged in parallel on one side surface of the inversion spacer.
In another embodiment of the present invention, the inversion guide body exhibits a separate structure or an integral structure with respect to the inversion spacer.
Further, the present invention includes a plurality of columns erected at predetermined intervals and a protective net stretched between the plurality of columns, and the protective net may be a single or a plurality of columns stretched between adjacent columns. A structure for attaching the horizontal rope and the shock absorber in a guard rail, which has the horizontal rope of the above and a shock absorber interposed between at least one end of the horizontal rope and a support column, and any one of the above-mentioned shock absorbers. The extra length of the horizontal rope moored to the support, wrapped around the reversing guide body of the shock absorber, and inverted is grasped by the gripping hole of the shock absorber to protect the extra length of the horizontal rope extending from the shock absorber. The rope is arranged toward the inside of the fence, and when the tension of the lateral rope exceeds the gripping force of the extra length portion by the shock absorber, a slip occurs between the extra length portion and the grip hole.
In another embodiment of the present invention, the reversing guide is connected to the strut and the shock absorber is moored to the inner side surface of the strut.
In another embodiment of the present invention, due to the difference in diameter between the insertion hole and the gripping hole of the shock absorber through which the extra length portion of the horizontal rope wound and inverted around the reversing guide body is inserted, the shock absorber moves in the direction of the support column when the horizontal rope slips. Be urged to.

本発明はつぎの効果を奏する。
<1>横ロープの余長部の反転機能を有する緩衝装置を使用することで、緩衝装置から延出した横ロープの余長部を防護柵の内側へ向けて配索できて、防護柵からの余長部のはみ出しを防止できる。
そのため、横ロープの余長部が防護柵の内側に隠れて、防護柵の景観性がよくなるだけでなく、登山者等の通行の邪魔にならずに防護柵の安全性が高くなる。
<2>緩衝装置は簡単な構造の緩衝具、反転ガイド体等を並べただけの構成であるので、緩衝装置を低コストに製作できるだけでなく、現場における緩衝装置の組付け作業も簡単に行える。
<3>横ロープの余長部を防護柵の内側へ向けて配索できるので、緩衝装置から離隔した横ロープ本体と、防護柵の内側へ配索した余長部との間に巻取機を掛け渡し、支柱および横ロープに反力を得て余長部を牽引することができる。
したがって、防護柵の外側に別途の反力源(例えば反力杭やアンカー等)を設ける必要がなくなり、横ロープの緊張作業の簡略化と効率化を図ることができる。
<4>横ロープのスリップ時に緩衝具が反転スペーサに衝当して緩衝具の横移動を防止できる。
そのため、緩衝具の横移動に起因した防護ネットの損傷問題を解消できる。
The present invention has the following effects.
<1> By using a shock absorber having a function of reversing the extra length of the horizontal rope, the extra length of the horizontal rope extending from the shock absorber can be routed toward the inside of the guard fence, and from the guard fence. It is possible to prevent the extra length of the rope from sticking out.
Therefore, the extra length of the horizontal rope is hidden inside the guard fence, which not only improves the scenery of the guard fence, but also enhances the safety of the guard fence without obstructing the passage of climbers and the like.
<2> Since the shock absorber has a structure in which a shock absorber having a simple structure, a reversing guide body, etc. are arranged side by side, not only can the shock absorber be manufactured at low cost, but also the assembly work of the shock absorber can be easily performed on site. ..
<3> Since the extra length of the horizontal rope can be routed toward the inside of the guard fence, a winder can be used between the horizontal rope body separated from the shock absorber and the extra length routed inside the guard fence. Can be hung, and a reaction force can be obtained from the support and the horizontal rope to pull the extra length.
Therefore, it is not necessary to provide a separate reaction force source (for example, a reaction force pile, an anchor, etc.) on the outside of the guard fence, and it is possible to simplify and improve the efficiency of the tension work of the horizontal rope.
<4> When the horizontal rope slips, the shock absorber abuts against the reversing spacer to prevent the shock absorber from moving laterally.
Therefore, the problem of damage to the protective net caused by the lateral movement of the shock absorber can be solved.

一部を省略した本発明に係る緩衝装置の取付構造の斜視図Perspective view of the mounting structure of the shock absorber according to the present invention in which a part is omitted. 緩衝装置の中央縦断面図Central longitudinal section of shock absorber 緩衝装置の分解組立図Exploded view of shock absorber 緩衝装置の説明図で、(A)は緩衝装置の中央縦断面図、(B)は(A)のB−Bの断面図In the explanatory view of the shock absorber, (A) is a central vertical cross-sectional view of the shock absorber, and (B) is a cross-sectional view of BB of (A). 緩衝装置を用いた横ロープの緊張作業の説明図で、(A)は緩衝装置の支柱への渓流作業の説明図、(B)は横ロープの余長部の緊張作業の説明図An explanatory diagram of the tension work of the horizontal rope using the shock absorber, (A) is an explanatory diagram of the mountain stream work to the support of the shock absorber, and (B) is an explanatory diagram of the tension work of the extra length part of the horizontal rope. 緩衝装置の緩衝作用の説明図Explanatory drawing of buffer action of buffer device 複数の緩衝具を並列した他の実施例に係る緩衝装置の説明図Explanatory drawing of the shock absorber according to another Example in which a plurality of shock absorbers were arranged in parallel.

以下に図面を参照しながら本発明について説明する。 The present invention will be described below with reference to the drawings.

<1>防護柵の概要
本発明が前提とする防護柵は、所定の間隔を隔てて立設した複数の支柱10と、複数の支柱10間に張り巡らした防護ネットとを具備している。
防護ネットは隣り合う支柱10の間に張設した単数または複数の横ロープ20と、横ロープ20の少なくとも一端部と支柱10の間に介装した緩衝装置30とを具備する。
以降に主要な資材について詳述する。
<1> Outline of Protective Fence The protective fence presupposed by the present invention includes a plurality of columns 10 erected at predetermined intervals and a protective net stretched between the plurality of columns 10.
The protective net includes a single or a plurality of horizontal ropes 20 stretched between adjacent columns 10, and a shock absorber 30 interposed between at least one end of the horizontal ropes 20 and the columns 10.
The main materials will be described in detail below.

<2>支柱
図1に示した支柱10は端末支柱または中間支柱を示している。
支柱10の外周面の一部には緩衝装置30を係留するための係留フック11を突設している。
端末支柱の場合は支柱10の左右片側に緩衝装置30を配備し、中間支柱の場合は支柱10の左右両側に緩衝装置30をそれぞれ係留する。
<2> Strut The strut 10 shown in FIG. 1 indicates a terminal strut or an intermediate strut.
A mooring hook 11 for mooring the shock absorber 30 is provided so as to project from a part of the outer peripheral surface of the support column 10.
In the case of a terminal strut, shock absorbers 30 are provided on one side of the strut 10 on the left and right, and in the case of an intermediate strut, shock absorbers 30 are moored on both the left and right sides of the strut 10.

支柱10は公知の形鋼や鋼管等の鋼材、コンクリート柱、鋼管とコンクリートを複合した充填鋼管等の何れか一種を適用できる。
支柱10の立設形態は傾倒可能に立設してもよいし、支柱10の下部をコンクリート基礎や現地地盤等に埋設して傾倒不能に立設してもよい。
傾倒式の支柱10は全方向に向けた傾倒を許容する立設構造の他に、斜面の傾斜方向に沿った傾倒を許容するヒンジ構造でもよい。
Any one of known steel materials such as shaped steel and steel pipes, concrete columns, and filled steel pipes obtained by combining steel pipes and concrete can be applied to the columns 10.
The erection form of the stanchion 10 may be erected so as to be tiltable, or the lower portion of the stanchion 10 may be embedded in a concrete foundation, the local ground, or the like so as to be erected so as not to be tilted.
The tilting support column 10 may have a hinge structure that allows tilting along the tilting direction of the slope, in addition to an upright structure that allows tilting in all directions.

<3>横ロープ
横ロープ20は防護ネットの構成部材のひとつであり、隣り合う支柱10の間に支柱10のスパン単位または複数スパンに亘って横架可能な公知のワイヤロープである。
横ロープ20の全長は、隣り合う支柱10の間の横架長に余長部22の長さ分を加えた長さを有する。
<3> Horizontal rope The horizontal rope 20 is one of the constituent members of the protective net, and is a known wire rope that can be laid between adjacent columns 10 in units of spans of the columns 10 or over a plurality of spans.
The total length of the horizontal rope 20 has a length obtained by adding the length of the extra length portion 22 to the horizontal length between the adjacent columns 10.

本発明において、横ロープ20の「余長部22」とは、後述する緩衝具40から延出した横ロープ20のスリップ可能な長さの範囲を指す。 In the present invention, the "extra length portion 22" of the horizontal rope 20 refers to the range of the slipperable length of the horizontal rope 20 extending from the shock absorber 40 described later.

横ロープ20は、隣り合う支柱10の間に所定の間隔を隔てて多段的に配置した複数の中間横ロープの他に、防護ネットの上辺および下辺のみに配置する2本の端部横ロープの組合せを含む。
防護ネットは複数の横ロープ20を具備した公知の阻止面を含む。
防護ネットは複数の横ロープ30の片面に金網を一体に付設した形態も含む。
The horizontal rope 20 includes a plurality of intermediate horizontal ropes arranged in multiple stages between adjacent columns 10 at predetermined intervals, and two end horizontal ropes arranged only on the upper side and the lower side of the protective net. Includes combinations.
The protective net includes a known blocking surface with a plurality of lateral ropes 20.
The protective net also includes a form in which a wire mesh is integrally attached to one side of a plurality of horizontal ropes 30.

<4>緩衝装置
緩衝装置30は横ロープ20の一端部または両端部に設ける。
緩衝装置30は横ロープ20の余長部22を折り返す反転機能と、横ロープ20の余長部22に一定以上の張力が作用したときにスリップさせて張力を減衰する減衰機能を有する。
<4> Shock absorber The shock absorber 30 is provided at one end or both ends of the horizontal rope 20.
The shock absorber 30 has a reversing function of folding back the extra length portion 22 of the lateral rope 20 and a damping function of slipping the extra length portion 22 of the lateral rope 20 to attenuate the tension when a certain amount of tension is applied to the extra length portion 22.

図2〜4に例示した緩衝装置30について説明する。
緩衝装置30は摩擦摺動式の緩衝具40と、横ロープ20の余長部22を係留して反転させる反転ガイド体50と、緩衝具40と反転ガイド体50との間隔を一定に保つ反転スペーサ60とを具備する。
反転スペーサ60の一方の側面に緩衝具40が位置し、反転スペーサ60の他方の側面に反転ガイド体50が位置する。
本例では反転ガイド体50と反転スペーサ60を別体で構成する形態について説明するが、これらの部材を一体に形成してもよい。
なお、反転スペーサ60は必須ではなく省略する場合もある。
The shock absorber 30 illustrated in FIGS. 2 to 4 will be described.
The shock absorber 30 is a friction-sliding shock absorber 40, a reversing guide body 50 for mooring and reversing the extra length portion 22 of the horizontal rope 20, and a reversing guide body 50 for keeping the distance between the shock absorber 40 and the reversing guide body 50 constant. A spacer 60 is provided.
The shock absorber 40 is located on one side surface of the reversing spacer 60, and the reversing guide body 50 is located on the other side surface of the reversing spacer 60.
In this example, the form in which the inversion guide body 50 and the inversion spacer 60 are formed separately will be described, but these members may be integrally formed.
The inversion spacer 60 is not essential and may be omitted.

<4.1>緩衝具
図3,4を参照して説明する。緩衝具40は同一構造を呈する一対の挟持板41,41と、一対の挟持板41,41の間を均一に締め付ける締付手段とを有する。
一対の挟持板41,41の対向面には間隔を隔てて断面半円形を呈する第1収容溝42aと第2収容溝43aを有し、一対の挟持板41,41の対向面を接面することで、一対の第1収容溝42aが向き合って断面円形の挿通孔42を形成し、一対の第2収容溝43aが向き合うことで断面円形の把持孔43を形成する。
<4.1> Buffers This will be described with reference to FIGS. 3 and 4. The shock absorber 40 has a pair of holding plates 41, 41 having the same structure and a tightening means for uniformly tightening between the pair of holding plates 41, 41.
The facing surfaces of the pair of holding plates 41, 41 have a first accommodating groove 42a and a second accommodating groove 43a having a semicircular cross section at intervals, and the facing surfaces of the pair of holding plates 41, 41 are in contact with each other. As a result, the pair of first accommodating grooves 42a face each other to form an insertion hole 42 having a circular cross section, and the pair of second accommodating grooves 43a face each other to form a gripping hole 43 having a circular cross section.

挿通孔42と把持孔43は全長に亘って均一径でもよいが、両孔42,43の両端部にラッパ状に拡径した拡径部42b,43bを形成すると、横ロープ20の配索作業や横ロープ20の余長部22のスリップを円滑に行うことができる。 The insertion hole 42 and the gripping hole 43 may have a uniform diameter over the entire length, but when the diameter-expanded portions 42b and 43b having a trumpet-like diameter are formed at both ends of both holes 42 and 43, the horizontal rope 20 is arranged. And the extra length portion 22 of the horizontal rope 20 can be smoothly slipped.

<4.1.1>挿通孔と把持孔の孔径の寸法関係について
挿通孔42と把持孔43の孔径は同一ではなく径差を有する。
両孔42,43に径差を設けたのは、横ロープ20に作用する張力を利用して緩衝具40を支柱10(または反転スペーサ60)の接近方向へ付勢し得るように、緩衝具40の移動方向をコントロールするためである。
具体的には、把持孔43の孔径dが、挿通孔42の孔径dに対して相対的に小さい寸法関係にある。
より具体的には、挿通孔42の孔径dは把持孔43の孔径dより大径で、かつ横ロープ20のロープ径dと等しいか、或いは大きい寸法関係にある。
把持孔43の孔径dは、挿通孔42の孔径dはおよびロープ径dより小さい寸法関係にある。
<4.1.1> Dimensional relationship between the insertion hole and the grip hole The hole diameters of the insertion hole 42 and the grip hole 43 are not the same but have a diameter difference.
The diameter difference between the holes 42 and 43 is provided so that the shock absorber 40 can be urged in the approaching direction of the support column 10 (or the reversing spacer 60) by utilizing the tension acting on the lateral rope 20. This is to control the moving direction of 40.
Specifically, the hole diameter d 2 of the gripping hole 43 has a dimensional relationship that is relatively small with respect to the hole diameter d 1 of the insertion hole 42.
More specifically, the hole diameter d 1 of the insertion hole 42 has a larger diameter than the hole diameter d 2 of the gripping hole 43, and has a dimensional relationship equal to or larger than the rope diameter d 3 of the horizontal rope 20.
Hole diameter d 2 of the grip hole 43, hole diameter d 1 of the insertion hole 42 and in the rope diameter d 3 smaller dimensions relationship.

すなわち、各部材の寸法関係はつぎのとおりである。
把持孔43の孔径d<挿通孔42の孔径d=横ロープ20のロープ径d
That is, the dimensional relationship of each member is as follows.
Hole diameter of gripping hole 43 d 2 <Hole diameter of insertion hole 42 d 1 = Rope diameter of horizontal rope 20 d 3

例えば、ロープ径dが18mmの横ロープ20を使用する場合、挿通孔42の孔径dは18mmであり、把持孔43の孔径dは16mmとする。 For example, when a horizontal rope 20 having a rope diameter d 3 of 18 mm is used, the hole diameter d 1 of the insertion hole 42 is 18 mm, and the hole diameter d 2 of the gripping hole 43 is 16 mm.

また必要に応じて、把持孔43の孔径dより大径の関係を有したまま、挿通孔42の孔径dを、ロープ径dより僅かに小さい寸法関係にする場合もある(把持孔43の孔径d<挿通孔42の孔径d<横ロープ20のロープ径d)。 Further, if necessary, the hole diameter d 1 of the insertion hole 42 may have a dimensional relationship slightly smaller than the rope diameter d 3 while maintaining a relationship of a diameter larger than the hole diameter d 2 of the grip hole 43 (grip hole). Hole diameter d 2 of 43 <hole diameter d 1 of insertion hole 42 <rope diameter d 3 of horizontal rope 20).

本発明では、横ロープ20を挿通孔42でガイドし、折り返した余長部22を最小径の把持孔43でスリップ可能に把持し、余長部22に作用する張力が、把持孔43の把持力を超えたときに余長部22がスリップを開始するように構成した。
緩衝具40の挿通孔42と把持孔43に径差を設け、折り返した余長部22を最小径の把持孔43で把持するように構成したのは、横ロープ20に作用する張力を安定して減衰するためである。
In the present invention, the lateral rope 20 is guided by the insertion hole 42, the folded extra length portion 22 is slipperably gripped by the grip hole 43 having the smallest diameter, and the tension acting on the extra length portion 22 is the grip of the grip hole 43. The extra length portion 22 is configured to start slipping when the force is exceeded.
A difference in diameter is provided between the insertion hole 42 and the gripping hole 43 of the shock absorber 40, and the folded extra length portion 22 is gripped by the gripping hole 43 having the smallest diameter, which stabilizes the tension acting on the lateral rope 20. This is because it attenuates.

<4.1.2>締付手段
締付手段としては、例えば複数の締付ボルト44とナット45の組合せや万力型の締付具等を使用できる。
締付手段は一対の挟持板41,41の間を均等な力で締め付けできるものであればよい。
締付手段として複数の締付ボルト44を使用する場合は、挿通孔42と把持孔43に干渉しない位置にボルト孔を開設する。
<4.1.2> Tightening means As the tightening means, for example, a combination of a plurality of tightening bolts 44 and nuts 45, a vise type tightening tool, or the like can be used.
The tightening means may be any one that can tighten between the pair of holding plates 41, 41 with an equal force.
When a plurality of tightening bolts 44 are used as the tightening means, bolt holes are provided at positions that do not interfere with the insertion holes 42 and the gripping holes 43.

<4.2>反転スペーサ
図1〜3を参照して説明する。反転スペーサ60は緩衝具40と反転ガイド体50との間隔を一定に保持する間隔保持材である。
反転スペーサ60はその左右一側が緩衝具40の側面に当接可能であり、左右他側が反転ガイド体50と当接可能である。
<4.2> Inversion spacer A description will be given with reference to FIGS. 1 to 3. The reversing spacer 60 is a space-holding material that keeps the distance between the shock absorber 40 and the reversing guide body 50 constant.
One of the left and right sides of the reversing spacer 60 can be in contact with the side surface of the shock absorber 40, and the other left and right sides can be in contact with the reversing guide body 50.

本例では略台形を呈する2枚の支圧板61と、2枚の支圧板61の間に介装した補強材62と、2枚の支圧板61を一体に固定する取付ボルト63とを具備する形態について説明する。
反転スペーサ60は、緩衝具40から延出した横ロープ20の余長部22の折り返しを阻害せずに、反転ガイド体50と緩衝具40との離間距離を一定に保持できれば如何なる構造でもよい。
In this example, two bearing plates 61 having a substantially trapezoidal shape, a reinforcing member 62 interposed between the two bearing plates 61, and a mounting bolt 63 for integrally fixing the two bearing plates 61 are provided. The form will be described.
The reversing spacer 60 may have any structure as long as the separation distance between the reversing guide body 50 and the shock absorber 40 can be kept constant without hindering the folding back of the extra length portion 22 of the lateral rope 20 extending from the shock absorber 40.

<4.3>反転ガイド体
反転ガイド体50は緩衝具40から延出した横ロープ20の余長部22を折り返すための円弧状に湾曲したガイド面51を有する。
本例では反転ガイド体50をシーブ状のリング体で構成する形態について説明するが、反転ガイド体50はリング体に限定されず、余長部22を折り返すための円弧状に湾曲したガイド面51を有する構造体であればよい。
反転ガイド体50をリング体で構成する場合、リング体は反転スペーサ60に対して回転可能または回転不能の何れの形態でもよい。
反転ガイド体50はシャックル等の連結持具52を介して支柱10の係留フック11に係留する。
<4.3> Reversing guide body The reversing guide body 50 has a guide surface 51 curved in an arc shape for folding back the extra length portion 22 of the horizontal rope 20 extending from the shock absorber 40.
In this example, a form in which the reversing guide body 50 is composed of a sheave-shaped ring body will be described, but the reversing guide body 50 is not limited to the ring body, and the guide surface 51 curved in an arc shape for folding back the extra length portion 22. Any structure may be used.
When the reversing guide body 50 is composed of a ring body, the ring body may be in either a rotatable or non-rotatable form with respect to the reversing spacer 60.
The reversing guide body 50 is moored to the mooring hook 11 of the support column 10 via a connecting jig 52 such as a shackle.

[横ロープの緊張作業]
図5を参照しながら横ロープ20の緊張作業について説明する。
[Tension work of horizontal rope]
The tensioning work of the horizontal rope 20 will be described with reference to FIG.

<1>緩衝装置の係留(図5(A))
支柱10の内側側面(支柱10スパンの内側)に連結具52を介して反転ガイド体50を係留させて設置する。
横ロープ20はその右方を別途の支柱に固定してある。
横ロープ20の左方は、反転ガイド体50のガイド面51に巻き掛けて反転する。
横ロープ20の反転作業と並行して、反転ガイド体50の側方に反転スペーサ60を配置すると共に、反転スペーサ60の側方に緩衝具40を配置する。
横ロープ20を反転する際、緩衝具40を仮組状態にしておきで、緩衝具40に横ロープ20の横ロープ本体21と折り返した余長部22をそれぞれスライド可能に挿通しておく。
<1> Mooring of shock absorber (Fig. 5 (A))
The reversing guide body 50 is moored and installed on the inner side surface of the support column 10 (inside the support column 10 span) via the connector 52.
The right side of the horizontal rope 20 is fixed to a separate support.
The left side of the horizontal rope 20 is wound around the guide surface 51 of the reversing guide body 50 and turned over.
In parallel with the reversing work of the horizontal rope 20, the reversing spacer 60 is arranged on the side of the reversing guide body 50, and the shock absorber 40 is arranged on the side of the reversing spacer 60.
When the horizontal rope 20 is inverted, the shock absorber 40 is temporarily assembled, and the horizontal rope main body 21 of the horizontal rope 20 and the folded extra length portion 22 are slidably inserted into the shock absorber 40.

<2>横ロープの緊張作業(図5(B))
緩衝装置30から離隔した横ロープ本体21と、折り返して緩衝装置30から延出した余長部22との間にチェーンブロックやレバーホイスト等の巻取機70を掛け渡し、支柱10および横ロープ20に反力を得て余長部22を牽引する。
巻取機70が横ロープ本体21と余長部22に連結するには、例えば公知の着脱可能なロープ用グリップ71を使用して連結する。
横ロープ20を緊張した状態で余長部22が逆戻りしないように緩衝具40を本締めして、巻取機70を取り外す。
<2> Tension work of the horizontal rope (Fig. 5 (B))
A winder 70 such as a chain block or a lever hoist is hung between the horizontal rope main body 21 separated from the shock absorber 30 and the extra length portion 22 which is folded back and extends from the shock absorber 30, and the support column 10 and the horizontal rope 20 are hung. The reaction force is obtained to pull the extra length portion 22.
In order for the winder 70 to connect to the horizontal rope main body 21 and the extra length portion 22, for example, a known detachable rope grip 71 is used for connecting.
With the horizontal rope 20 tense, the shock absorber 40 is fully tightened so that the extra length portion 22 does not return, and the winder 70 is removed.

本発明では、支柱10と横ロープ20に反力を得て、余長部22を牽引することで、隣り合う支柱10間に横ロープ20を弛みのない状態で張設できる。
したがって、従来の緊張方法のように、支柱10の外方に別途の反力源を設ける必要がなくなり、支柱10間に横ロープ20を簡易に張設できて、横ロープ20の張設作業性を改善できる。
In the present invention, the lateral rope 20 can be stretched between the adjacent columns 10 without slack by obtaining a reaction force from the column 10 and the lateral rope 20 and pulling the extra length portion 22.
Therefore, unlike the conventional tension method, it is not necessary to provide a separate reaction force source on the outside of the support column 10, and the horizontal rope 20 can be easily stretched between the support columns 10, and the workability of the horizontal rope 20 can be stretched. Can be improved.

<3>余長部の配索形態(図6)
従来の防護柵では、緩衝装置を貫挿して延出した横ロープの余長部が防護柵の外側にはみ出して配索されていた。
<3> Arrangement form of extra length (Fig. 6)
In the conventional guard fence, the extra length of the horizontal rope extending through the shock absorber is laid out so as to protrude outside the guard fence.

これに対して、本発明の防護柵では、横ロープ20の端部近くの余長部22を緩衝装置30で折り返して防護柵の内側に向けて配索することができる。
換言すると、横ロープ20の折り返えした余長部22が防護柵の内側に隠れて、余長部22が防護柵の外側に飛び出さないで済む。
したがって、防護柵の景観性がよくなるだけでなく、登山者等の通行の邪魔にならず防護柵の安全性が高くなる。
On the other hand, in the guard fence of the present invention, the extra length portion 22 near the end of the horizontal rope 20 can be folded back by the shock absorber 30 and routed toward the inside of the guard fence.
In other words, the folded extra length portion 22 of the horizontal rope 20 is hidden inside the guard fence, and the extra length portion 22 does not have to protrude outside the guard fence.
Therefore, not only the scenery of the guard fence is improved, but also the safety of the guard fence is improved without obstructing the passage of climbers and the like.

[緩衝装置の緩衝作用]
図6を参照しながら緩衝装置30の緩衝作用について説明する。
[Buffer action of buffer device]
The buffering action of the buffering device 30 will be described with reference to FIG.

<1>受撃前
受撃前における緩衝装置30は、反転リング体50に巻き掛けた横ロープ20の余長部22が緩衝具40の両孔42,43を挿通し、最小径の把持孔43が余長部22の終端側を摺動不能に保持している。
横ロープ20に導入された張力は、緩衝装置30、連結具52および係留フック11を通じて支柱10が支持する。
<1> Before the reception In the shock absorber 30 before the reception, the extra length portion 22 of the horizontal rope 20 wound around the reversing ring body 50 inserts both holes 42 and 43 of the shock absorber 40, and the grip hole having the smallest diameter. 43 holds the end side of the extra length portion 22 so as not to slide.
The tension introduced into the lateral rope 20 is supported by the column 10 through the shock absorber 30, the connector 52 and the mooring hook 11.

<2>受撃時
防護ネットに衝撃が作用すると、横ロープ20の張力が増す。
横ロープ20の張力は、余長部22を通じて緩衝装置30を構成する緩衝具40の把持孔43の把持部へ伝わる。
<2> When receiving an impact When an impact acts on the protective net, the tension of the horizontal rope 20 increases.
The tension of the lateral rope 20 is transmitted to the grip portion of the grip hole 43 of the shock absorber 40 constituting the shock absorber 30 through the extra length portion 22.

横ロープ20の張力が緩衝具40による余長部22の把持力より小さいときは、余長部22にスリップが生じない。 When the tension of the lateral rope 20 is smaller than the gripping force of the extra length portion 22 by the shock absorber 40, the extra length portion 22 does not slip.

横ロープ20の張力が緩衝具40による余長部22の把持力を越えると、余長部22と把持孔43の間にスリップが生じ、余長部22が引き出されて横ロープ20の横架長が長くなる。
緩衝具40は余長部22を引き出すときの摺動抵抗により、横ロープ20の張力を減衰できる。
When the tension of the horizontal rope 20 exceeds the gripping force of the extra length portion 22 by the shock absorber 40, a slip occurs between the extra length portion 22 and the gripping hole 43, and the extra length portion 22 is pulled out to lay the horizontal rope 20 horizontally. The length becomes longer.
The shock absorber 40 can attenuate the tension of the lateral rope 20 due to the sliding resistance when the extra length portion 22 is pulled out.

本発明では、横ロープ20の余長部22を折り返し、折り返した余長部22の終端に近い側を把持孔43で把持するように構成したので、従来の緩衝装置と比べて余長部22のスリップ張力(摺動抵抗)の安定性が格段に向上する。 In the present invention, the extra length portion 22 of the horizontal rope 20 is folded back, and the side of the folded extra length portion 22 near the end is gripped by the gripping hole 43. Therefore, the extra length portion 22 is compared with the conventional shock absorber. The stability of slip tension (sliding resistance) is significantly improved.

さらに余長部22の摺動方向が緩衝具40を反転ガイド体50に押し付ける方向と一致するので、余長部22に摺動が生じても緩衝具40は横移動しない。
そのため、緩衝具40が防護ネットを構成する金網等のネット資材と干渉して防護ネットを損傷するのを防止できる。
Further, since the sliding direction of the extra length portion 22 coincides with the direction in which the shock absorber 40 is pressed against the reversing guide body 50, the shock absorber 40 does not move laterally even if the extra length portion 22 slides.
Therefore, it is possible to prevent the shock absorber 40 from interfering with the net material such as the wire mesh constituting the protective net and damaging the protective net.

[他の実施例]
先の実施例に係る緩衝装置30は、反転ガイド体50の側面に緩衝具40の単体を配置した形態について説明した。
図7に示すように、反転ガイド体50の側面に同一構造の緩衝具40を複数配置してもよい。
各緩衝具40による余長部22の把持形態は先の実施例と同様である。
隣り合う複数の緩衝具40の側面は荷重を伝達可能に接面している。
[Other Examples]
The shock absorber 30 according to the previous embodiment has described a form in which a single shock absorber 40 is arranged on the side surface of the reversing guide body 50.
As shown in FIG. 7, a plurality of shock absorbers 40 having the same structure may be arranged on the side surface of the reversing guide body 50.
The form of gripping the extra length portion 22 by each shock absorber 40 is the same as that of the previous embodiment.
The side surfaces of the plurality of adjacent shock absorbers 40 are in contact with each other so as to be able to transmit a load.

本例のように緩衝装置30が複数の緩衝具40を具備することで、余長部22の把持面積が増えるので、横ロープ20のスリップ張力(摺動抵抗)が増大する。 When the shock absorber 30 is provided with the plurality of shock absorbers 40 as in this example, the gripping area of the extra length portion 22 is increased, so that the slip tension (sliding resistance) of the lateral rope 20 is increased.

10・・・・支柱
11・・・・係留フック
20・・・・横ロープ
21・・・・横ロープ本体
22・・・・横ロープの余長部
30・・・・緩衝装置
40・・・・緩衝具
41・・・・挟持板
42a・・・第1収容溝
42b・・・拡径部
42・・・・挿通孔
43a・・・第2収容溝
43b・・・拡径部
43・・・・把持孔
44・・・・締付ボルト
45・・・・ナット
50・・・・反転ガイド体
51・・・・ガイド面
60・・・・反転スペーサ
61・・・・支圧板
62・・・・補強材
63・・・・取付ボルト
10 ... Support 11 ... Mooring hook 20 ... Horizontal rope 21 ... Horizontal rope body 22 ... Extra length of horizontal rope 30 ... Shock absorber 40 ...・ Buffer 41 ・ ・ ・ ・ Holding plate 42a ・ ・ ・ First accommodating groove 42b ・ ・ ・ Expanded diameter 42 ・ ・ ・ ・ Insertion hole 43a ・ ・ ・ Second accommodating groove 43b ・ ・ ・ Enlarged diameter 43 ・ ・・ ・ Gripping hole 44 ・ ・ ・ ・ Tightening bolt 45 ・ ・ ・ ・ Nut 50 ・ ・ ・ ・ Reversing guide body 51 ・ ・ ・ ・ Guide surface 60 ・ ・ ・ ・ Reversing spacer 61 ・ ・ ・ ・ Support plate 62 ・ ・・ ・ Reinforcing material 63 ・ ・ ・ ・ Mounting bolt

Claims (12)

所定の間隔を隔てて立設した複数の支柱と、複数の支柱間に張り巡らした防護ネットとを具備し、前記防護ネットは隣り合う支柱の間に張設した単数または複数の横ロープと、該横ロープの少なくとも一端部と支柱の間に緩衝装置を介装した防護柵用の緩衝装置であって、
径差を有する挿通孔と把持孔を並設し、前記横ロープの余長部を把持孔で把持可能な単数または複数の緩衝具と、
湾曲したガイド面を有し、前記横ロープの余長部を反転させて係留する反転ガイド体とを具備することを特徴とする、
防護柵用の緩衝装置。
A plurality of columns erected at predetermined intervals and a protective net stretched between the plurality of columns are provided, and the protective net includes a single or a plurality of horizontal ropes stretched between adjacent columns. A shock absorber for a protective fence in which a shock absorber is interposed between at least one end of the horizontal rope and a support column.
An insertion hole having a diameter difference and a gripping hole are arranged side by side, and a single or a plurality of shock absorbers capable of gripping the extra length portion of the horizontal rope with the gripping hole.
It has a curved guide surface, and is provided with a reversing guide body that is moored by reversing the extra length portion of the horizontal rope.
A shock absorber for guard rails.
前記緩衝具と反転ガイド体との間に位置して、前記緩衝具と反転ガイド体との間隔を一定に保つ反転スペーサを具備し、前記反転スペーサの一方の側面に緩衝具が位置し、
前記反転スペーサの他方の側面に反転ガイド体が位置し、緩衝具から延出した横ロープの余長部を防護柵の内側へ向けて配索し得るように、反転ガイド体に巻き掛けて反転させた横ロープの余長部を緩衝具の挿通孔と把持孔に挿通可能に構成したことを特徴とする、請求項1に記載の防護柵用の緩衝装置。
A reversing spacer is provided between the shock absorber and the reversing guide body to keep the distance between the shock absorber and the reversing guide body constant, and the shock absorber is located on one side surface of the reversing spacer.
The reversing guide body is located on the other side surface of the reversing spacer, and is wrapped around the reversing guide body so that the extra length portion of the horizontal rope extending from the shock absorber can be routed toward the inside of the guard fence. The shock absorber for a guard fence according to claim 1, wherein the extra length portion of the crossed rope is configured to be inserted into the insertion hole and the grip hole of the shock absorber.
前記反転ガイド体に巻き掛けて反転させた横ロープの余長部を把持する緩衝具の把持孔の孔径が挿通孔より小さい寸法関係にあることを特徴とする、請求項1または2に記載の防護柵用の緩衝装置。 The first or second aspect of the present invention, wherein the hole diameter of the gripping hole of the shock absorber that is wound around the reversing guide body and grips the extra length portion of the inverted horizontal rope has a dimensional relationship smaller than that of the insertion hole. A shock absorber for guard rails. 前記緩衝具の把持孔の孔径が横ロープのロープ径より小さい寸法関係にあることを特徴とする、請求項1乃至3の何れか一項に記載の防護柵用の緩衝装置。 The shock absorber for a guard rail according to any one of claims 1 to 3, wherein the hole diameter of the gripping hole of the shock absorber has a dimensional relationship smaller than the rope diameter of the horizontal rope. 前記緩衝具の挿通孔の孔径が横ロープのロープ径と略同径の寸法関係にあることを特徴とする、請求項1乃至4の何れか一項に記載の防護柵用の緩衝装置。 The shock absorber for a guard fence according to any one of claims 1 to 4, wherein the hole diameter of the insertion hole of the shock absorber has a dimensional relationship substantially the same as the rope diameter of the horizontal rope. 前記緩衝具は同一構造を呈する一対の挟持板と、一対の挟持板の間を均一に締め付ける締付手段とを有し、一対の挟持板の対向面に前記挿通孔と把持孔を画成するための断面半円形を呈する二つの収容溝を有することを特徴とする、請求項1乃至5の何れか一項に記載の防護柵用の緩衝装置。 The shock absorber has a pair of holding plates having the same structure and a tightening means for uniformly tightening between the pair of holding plates, and for defining the insertion hole and the gripping hole on the facing surfaces of the pair of holding plates. The shock absorber for a guard rail according to any one of claims 1 to 5, further comprising two accommodating grooves having a semicircular cross section. 前記緩衝具の挿通孔および把持孔の両端部にラッパ状に拡径した拡径部を形成したことを特徴とする、請求項1乃至6の何れか一項に記載の防護柵用の緩衝装置。 The shock absorber for a guard rail according to any one of claims 1 to 6, wherein a trumpet-shaped enlarged diameter portion is formed at both ends of the insertion hole and the gripping hole of the shock absorber. .. 前記反転スペーサの一方の側面に複数の緩衝具を並列に配置したことを特徴とする、請求項に記載の防護柵用の緩衝装置。 The shock absorber for a guard rail according to claim 2 , wherein a plurality of shock absorbers are arranged in parallel on one side surface of the reversing spacer. 前記反転ガイド体が反転スペーサに対して別体構造または一体構造を呈することを特徴とする、請求項2に記載の防護柵用の緩衝装置。 The shock absorber for a guard rail according to claim 2, wherein the reversing guide body exhibits a separate structure or an integral structure with respect to the reversing spacer. 所定の間隔を隔てて立設した複数の支柱と、複数の支柱間に張り巡らした防護ネットとを具備し、前記防護ネットは隣り合う支柱の間に張設した単数または複数の横ロープと、該横ロープの少なくとも一端部と支柱の間に介装した緩衝装置とを有する、防護柵における横ロープと緩衝装置の取付構造であって、
前記請求項1乃至9の何れか一項に記載した緩衝装置を支柱に係留し、
前記緩衝装置の反転ガイド体に巻き掛けて反転させた横ロープの余長部を緩衝具の把持孔で把持し、
前記緩衝装置から延出する横ロープの余長部を防護柵の内側へ向けて配索し、
前記横ロープの張力が緩衝具による余長部の把持力を越えると、余長部と把持孔の間にスリップが生じることを特徴とする、
防護柵における横ロープと緩衝装置の取付構造。
A plurality of columns erected at predetermined intervals and a protective net stretched between the plurality of columns are provided, and the protective net includes a single or a plurality of horizontal ropes stretched between adjacent columns. It is a mounting structure of the horizontal rope and the shock absorber in the guard fence, which has at least one end of the horizontal rope and a shock absorber interposed between the columns.
The shock absorber according to any one of claims 1 to 9 is moored to a support column.
The extra length of the horizontal rope wound around the reversing guide body of the shock absorber and flipped is gripped by the gripping hole of the shock absorber.
Arrange the extra length of the horizontal rope extending from the shock absorber toward the inside of the guard fence.
When the tension of the lateral rope exceeds the gripping force of the extra length portion by the shock absorber, slip occurs between the extra length portion and the grip hole.
Mounting structure of horizontal rope and shock absorber in guard fence.
反転ガイド体を支柱に連結して前記緩衝装置を支柱の内側側面に係留したことを特徴とする、請求項10に記載の防護柵における横ロープと緩衝装置の取付構造。 The attachment structure for a horizontal rope and a shock absorber in a guard fence according to claim 10, wherein the reversing guide body is connected to a support and the shock absorber is moored to the inner side surface of the support. 反転ガイド体に巻き掛けて反転させた横ロープの余長部を挿通させた緩衝具の挿通孔と把持孔の径差により横ロープのスリップ時に緩衝具が支柱方向に付勢されることを特徴とする、請求項10に記載の防護柵における横ロープと緩衝装置の取付構造。 The feature is that the shock absorber is urged in the direction of the column when the horizontal rope slips due to the difference in diameter between the insertion hole and the gripping hole of the shock absorber through which the extra length of the horizontal rope wound around the reversing guide body is inserted. 10. The attachment structure of the horizontal rope and the shock absorber in the guard fence according to claim 10.
JP2020193413A 2020-11-20 2020-11-20 Mounting structure of shock absorber for guard fence and horizontal rope and shock absorber Active JP6925674B1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP2020193413A JP6925674B1 (en) 2020-11-20 2020-11-20 Mounting structure of shock absorber for guard fence and horizontal rope and shock absorber
PCT/JP2021/028795 WO2022107398A1 (en) 2020-11-20 2021-08-03 Buffer device for guard fence and attachment structure for lateral rope and buffer device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2020193413A JP6925674B1 (en) 2020-11-20 2020-11-20 Mounting structure of shock absorber for guard fence and horizontal rope and shock absorber

Publications (2)

Publication Number Publication Date
JP6925674B1 true JP6925674B1 (en) 2021-08-25
JP2022082070A JP2022082070A (en) 2022-06-01

Family

ID=77364587

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2020193413A Active JP6925674B1 (en) 2020-11-20 2020-11-20 Mounting structure of shock absorber for guard fence and horizontal rope and shock absorber

Country Status (2)

Country Link
JP (1) JP6925674B1 (en)
WO (1) WO2022107398A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115110794A (en) * 2022-06-07 2022-09-27 中国航空规划设计研究总院有限公司 Device for improving bearing capacity of ancient building wooden tower and determining method and verifying method thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07252808A (en) * 1994-03-10 1995-10-03 Hiroshi Yoshida Shock-absorbing fence
JP2011047245A (en) * 2009-08-28 2011-03-10 Purotekku Engineering:Kk Guard fence and captured object removing method therefor
JP2013057236A (en) * 2012-11-09 2013-03-28 Raiteku:Kk Storage structure for stone-fall guard fence and storage method
JP2014020045A (en) * 2012-07-13 2014-02-03 Raiteku:Kk Guard fence

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07252808A (en) * 1994-03-10 1995-10-03 Hiroshi Yoshida Shock-absorbing fence
JP2011047245A (en) * 2009-08-28 2011-03-10 Purotekku Engineering:Kk Guard fence and captured object removing method therefor
JP2014020045A (en) * 2012-07-13 2014-02-03 Raiteku:Kk Guard fence
JP2013057236A (en) * 2012-11-09 2013-03-28 Raiteku:Kk Storage structure for stone-fall guard fence and storage method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115110794A (en) * 2022-06-07 2022-09-27 中国航空规划设计研究总院有限公司 Device for improving bearing capacity of ancient building wooden tower and determining method and verifying method thereof
CN115110794B (en) * 2022-06-07 2023-07-11 中国航空规划设计研究总院有限公司 Device for improving bearing capacity of ancient building wooden tower, and determining method and verifying method thereof

Also Published As

Publication number Publication date
JP2022082070A (en) 2022-06-01
WO2022107398A1 (en) 2022-05-27

Similar Documents

Publication Publication Date Title
JP5054742B2 (en) Rock fall protection fence
WO2022113428A1 (en) Impact-absorbing fence
JP4188998B2 (en) Shock absorbing fence
JP2009185514A (en) Shock absorbing fence
JP2007032032A (en) Guard fence and method of constructing the same
JP6925674B1 (en) Mounting structure of shock absorber for guard fence and horizontal rope and shock absorber
WO2006042882A3 (en) Impact-absorbing device for use in earth-bank-protection systems
JP5919098B2 (en) Protective fence
AU2006204646A1 (en) Suspension means end connector for an elevator
JP2002302911A (en) Protective device against rockfall
JP5953281B2 (en) Protective fence
JP3692457B2 (en) Shock absorbing fence and shock absorbing method
JP2002180422A (en) Energy dispersion type falling-stone protective fence
JP5387753B2 (en) Storage structure and storage method for protective fence for rock fall
JP2002348816A (en) Anchorage device and protective fence
JP4156556B2 (en) Protective fence
JP2003105721A (en) Falling-rock protective fence
JP2005240388A (en) Multistage energy absorbing rock fall protecting fence
WO2021090483A1 (en) Impact-absorbing fence
JP2772505B2 (en) Shock absorbing fence
JP3350814B2 (en) Impact absorbing net and impact absorbing method
JP4564460B2 (en) Collapsed structure
JP4613864B2 (en) Guard fence and its construction method
KR100604179B1 (en) Protective device that prevents rockfall and absorbs high kinetic energy such as rockfall
JP2000273828A (en) Shock absorbing protective fence

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20210218

A871 Explanation of circumstances concerning accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A871

Effective date: 20210218

A975 Report on accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A971005

Effective date: 20210406

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20210511

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20210520

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20210720

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20210728

R150 Certificate of patent or registration of utility model

Ref document number: 6925674

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250