JP2020079511A - Construction structure of upper chord in guard fence - Google Patents

Construction structure of upper chord in guard fence Download PDF

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JP2020079511A
JP2020079511A JP2018212903A JP2018212903A JP2020079511A JP 2020079511 A JP2020079511 A JP 2020079511A JP 2018212903 A JP2018212903 A JP 2018212903A JP 2018212903 A JP2018212903 A JP 2018212903A JP 2020079511 A JP2020079511 A JP 2020079511A
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upper chord
protective
chord member
loop
overlapping
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JP6947404B2 (en
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一基 福永
Kazuki Fukunaga
一基 福永
実 川島
Minoru Kawashima
実 川島
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Haneda Zenith Co Ltd
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Haneda Zenith Co Ltd
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Abstract

To provide a construction structure of an upper chord which makes it easy to do the fixing work of the intersection of a spacing member and a protection loop even if adjacent upper chords are bent and connected with respect to a pole, so that the impact absorption effect of the protection loop is not adversely affected.SOLUTION: In a guard fence equipped with a plurality of protection loops 30, a rotation coupling mechanism 50, a plurality of upper chords 20 and a spacing member 40, the rotation coupling mechanism 50 is composed of a plurality of overlapping plates 51 pivotally supported on the top surface a pole 10, and the upper chord 20 coupled to each overlapping plate 51 is capable of swinging laterally and coupled to be swingable vertically about a lateral support shaft 55.SELECTED DRAWING: Figure 2

Description

本発明は落石、崩落土砂、雪崩等の崩落物に対応可能な防護柵に関し、特に回動連結機構を改良した防護柵における上弦材の架設構造に関する。   TECHNICAL FIELD The present invention relates to a protective fence capable of responding to fallen rocks, collapsed earth and sand, and avalanches, and more particularly to a structure for constructing an upper chord member in a protective fence having an improved rotary connection mechanism.

特許文献1には、隣り合う支柱の周面間にロープ材をループ状に巻き付けて多段的に横架した防護ループを具備した、一般に「ループフェンス」と呼ばれる防護柵が開示されている。
図8(A)を参照してこの防護柵を説明すると、隣り合う支柱10の周面間に防護ループ30を横架する際にループ状に巻き付けたロープ材を締め付けているが、ロープ材を締め付ける際に隣り合う支柱10が互いに引き寄せられて傾倒するおそれがある。
そこで、防護ループ30の横架作業の前に、隣り合う支柱10の頭部間に上弦材20を架け渡すことで支柱10の間隔を一定に保持している。
さらに上弦材20には間隔保持材40を垂下し、鉛直にのびる間隔保持材40の帯板と多段的に横架した防護ループ30との交点を固定することで、防護ループ30の上下間隔を一定に保持している。
間隔保持材40には鉛直にのびる帯板の部位にチェーンを適用したものも知られていて、上弦材20に垂下して鉛直にのびる各チェーンと多段的に横架した防護ループ30との交点を固定している。
Patent Document 1 discloses a protective fence generally called a "loop fence", which is provided with a protective loop in which a rope material is wound in a loop between the peripheral surfaces of adjacent columns and which is laid horizontally in multiple stages.
Explaining this protective fence with reference to FIG. 8(A), when the protective loop 30 is laid horizontally between the peripheral surfaces of the adjacent columns 10, the rope material wound in a loop is tightened. When tightening, adjacent columns 10 may be attracted to each other and tilt.
Therefore, before the horizontal operation of the protective loop 30, the upper chord member 20 is bridged between the heads of the adjacent columns 10 to keep the intervals between the columns 10 constant.
Further, the spacing member 40 is hung on the upper chord member 20, and the vertical point of the protection loop 30 is fixed by fixing the intersection of the strip of the spacing member 40 that extends vertically and the protection loop 30 that is horizontally extended in multiple stages. Holds constant.
It is also known that the space retaining member 40 is a chain applied to a part of a vertically extending strip plate, and it is an intersection of each vertically extending chain hanging from the upper chord member 20 and the protection loop 30 which is laid horizontally in multiple stages. Is fixed.

上弦材20を具備する防護柵は、斜面の起伏等に対応して組立てできるように、支柱10の頭部と上弦材20の端部との間にナックル型の回動連結機構60を組み込んで、上弦材20を首振り可能に連結している。
図8(B)を参照して従来の回動連結機構60について説明すると、支柱10の頭部にはヘッドキャップ13が設けてある。上弦材20の端部には半球体61を収容した端筒62が外装してある。
ヘッドキャップ13を間に挟んで向かい合わせに配置した二つの半球体61の間を水平に貫通させた1本の支軸ボルト63で連結した構造となっている。
The guard fence provided with the upper chord member 20 incorporates a knuckle-type rotation connecting mechanism 60 between the head of the column 10 and the end of the upper chord member 20 so that the fence can be assembled in response to ups and downs of a slope. The upper chord member 20 is connected so that it can swing.
The conventional rotary connection mechanism 60 will be described with reference to FIG. 8B. The head cap 13 is provided on the head of the column 10. At the end of the upper chord member 20, an end cylinder 62 accommodating a hemispherical body 61 is exteriorly mounted.
It has a structure in which two hemispheres 61 arranged facing each other with the head cap 13 sandwiched therebetween are connected by one spindle bolt 63 that horizontally penetrates.

また特許文献2には、回動連結機構を支柱の側部に設け、上弦材を前後方向および上下方向へ向けて首振り可能に構成した防護柵が開示されている。   Further, Patent Document 2 discloses a protective fence in which a pivotal connecting mechanism is provided on a side portion of a column and an upper chord member can be swung in the front-rear direction and the vertical direction.

特開2003−184035号公報JP, 2003-184035, A 特開2003−34912号公報JP, 2003-34912, A

従来の回動連結機構を具備した防護柵はつぎの問題点を内包している。
<1>特許文献1に記載の回動連結機構60は構成部品点数が多く、組付けに手数がかかり改善の余地がある。
<2>さらに特許文献1に記載の回動連結機構60は、支柱10に対する上弦材20の首振角度が小さいため、防護柵を平面「く」字状に大きく屈曲させて施工することが困難である。
<3>特許文献1に記載の防護柵を平面「く」字状に大きく屈曲させて施工すると、支柱10に無用な回転力が生じるだけでなく、防護ループ30の直線部と上弦材20がねじれの関係となるために、間隔保持材40と防護ループ30の交点の固定作業がし難くなる。
さらに、防護ループ30と間隔保持材40にねじり力がはたらいて、防護ループ30による衝撃吸収作用に悪影響を及ぼすおそれがある。
<4>間隔保持材40にチェーンを適用した形式にあっても、防護柵を平面「く」字状に大きく屈曲させて施工すると、上弦材20と防護ループ30がねじれた位置関係となって、上弦材20から最上段の防護ループ30の山側と谷側までの距離が徐々に変わっていく。
垂下位置によって上弦材20から防護ループ30までの距離が変化していると、チェーン製の間隔保持材40と防護ループ30の交点の固定作業がし難いだけでなく、防護ループ30までの距離が短い方のチェーンが弛むので、防護ループ30の上下間隔を一定に保持できない。
<5>特許文献2に記載の回動連結機構は支柱の外部に並設した縦向きの支軸の形成間隔が不変であるため、特許文献1に記載の防護柵に適用した場合には前記<2>と同様の問題が生じる。
The conventional protective fence provided with the rotary connection mechanism has the following problems.
<1> The pivotal connection mechanism 60 described in Patent Document 1 has a large number of constituent parts, requires a lot of assembly work, and has room for improvement.
<2> Furthermore, since the swinging angle of the upper chord member 20 with respect to the support column 10 is small, it is difficult to construct the rotation connecting mechanism 60 described in Patent Document 1 by bending the protection fence into a plane “<” shape. Is.
<3> When the protection fence described in Patent Document 1 is bent in a plane V-shape and is installed, not only an unnecessary rotational force is generated in the pillar 10, but also the straight portion of the protection loop 30 and the upper chord member 20 are formed. Because of the twisted relationship, it becomes difficult to fix the intersection of the spacing member 40 and the protective loop 30.
Further, a twisting force acts on the protective loop 30 and the spacing member 40, which may adversely affect the shock absorbing action of the protective loop 30.
<4> Even if the chain is applied to the spacing member 40, the upper chord member 20 and the protective loop 30 will have a twisted positional relationship when the protection fence is bent in a plane "V" shape and installed. The distance from the upper chord member 20 to the mountain side and the valley side of the uppermost protection loop 30 gradually changes.
If the distance from the upper chord member 20 to the protective loop 30 changes depending on the hanging position, not only is it difficult to fix the intersection of the chain-made spacing member 40 and the protective loop 30, but also the distance to the protective loop 30. Since the shorter chain becomes slack, the vertical spacing of the protective loop 30 cannot be kept constant.
<5> In the pivotal connection mechanism described in Patent Document 2, since the formation interval of the vertical support shafts arranged side by side outside the support column is unchanged, when applied to the protective fence described in Patent Document 1, The same problem as <2> occurs.

本発明は以上の点に鑑みて成されたもので、その目的とするところは少なくともつぎのひとつの防護柵における上弦材の架設構造を提供することにある。
<1>回動連結機構の簡略化を図り、支柱の頭部に対する上弦材の首振り範囲を拡張できること。
<2>回動連結機構の組付け作業が簡単であること。
<3>支柱に対して隣り合う上弦材を屈曲させて連結しても、間隔保持材と防護ループの交点の固定作業がし易く、防護ループによる衝撃吸収作用に悪影響を及ぼすことがないこと。
The present invention has been made in view of the above points, and an object of the present invention is to provide a structure for constructing an upper chord member in at least one of the following protection fences.
<1> The swing connecting mechanism can be simplified and the swing range of the upper chord member with respect to the head of the column can be expanded.
<2> Assembly work of the rotation coupling mechanism is easy.
<3> Even if the adjacent upper chord members are bent and connected to the columns, it is easy to fix the intersection of the spacing member and the protective loop, and the shock absorbing action of the protective loop is not adversely affected.

本発明は、隣り合う支柱の周面間にロープ材をループ状に巻き掛けて多段的に横架された複数の防護ループと、回動連結機構を介在して隣り合う支柱の頭部間に横架され、支柱間隔を一定に保持する複数の上弦材と、上弦材に垂下されて防護ループの上下間隔を一定に保持する間隔保持材とを具備した防護柵における上弦材の架設構造であって、前記回動連結機構が、支柱の頂面に重ねて載置され、支柱の中心軸を中心に個別に回動可能に枢支された複数の重合板からなり、支柱に対して隣り合う上弦材の端部と個別の重合板との間が横支軸により縦向きに首振り可能に連結されている。
本発明では、従来と比べて回動連結機構の構造を簡略化しつつ、支柱の頭部に連結した上弦材の横向きの首振り範囲を拡張できる。
したがって、防護柵を平面「く」字形に屈曲させて構築しても、上弦材の軸心と防護ループの直線部との平行な位置関係を維持したまま、上弦材を防護ループの中央位置に配置できるので、間隔保持材が帯板製の形態では間隔保持材と防護ループの間に無用なねじれ力が生じずに済み、間隔保持材がチェーン製の形態では、上弦材から最上段の防護ループの山側と谷側までの距離を一定に保ってチェーンの弛みに起因した防護ループの間隔保持機能を損ねることがない。
そのため、防護柵を直線的に施工する場合と同様に円滑に防護柵の各資材を組み付けできるうえに、防護ループによる衝撃吸収作用に悪影響を及ぼす心配もなくなる。
本発明の他の形態において、上弦材の軸心と防護ループの直線部とが平行な位置関係を維持するように、支柱に対して隣り合う上弦材の軸心が個別の重合板の中心へ向けて配設されていると共に、前記上弦材が支柱の中心軸を中心に横向きに首振り可能になっている。
本発明の他の形態において、上弦材の端部に端筒が外装され、該端筒の端部に突設された連結片と、複数の重合板に設けられた連結片の間が横支軸により回動可能に連結されている。
本発明の他の形態において、前記複数の重合板の対向面に複数の凸部と、前記凸部と嵌合可能な複数の凹部とが形成されている。
本発明の他の形態において、前記複数の重合板が支柱の頂面に螺着された枢支ボルトにより回動可能に枢支されている。
本発明の他の形態において、前記防護ループが隣り合う支柱間にループ状に巻き掛け可能な全長を有するロープ材と、ロープ材の両端部近くの重合部を把持する摩擦摺動式の緩衝具とを具備している。
The present invention provides a plurality of protective loops, which are laid horizontally in a loop shape by winding a rope material between the peripheral surfaces of adjacent columns, and between the heads of the adjacent columns with a rotation coupling mechanism interposed. An upper chord member erection structure in a protective fence that is provided with a plurality of upper chord members that are laterally bridged and that maintains a constant column spacing, and a spacing member that hangs on the upper chord member to maintain a constant vertical spacing of the protective loop. The rotation coupling mechanism is placed on the top surface of the support column in a stacked manner and is composed of a plurality of overlapping plates pivotally supported individually about the central axis of the support column, and is adjacent to the support column. An end portion of the upper chord member and an individual overlapping plate are vertically swingably connected by a horizontal support shaft.
According to the present invention, the lateral swing range of the upper chord member connected to the head of the column can be expanded while simplifying the structure of the rotation connecting mechanism as compared with the related art.
Therefore, even if the guard fence is constructed by bending it into a plane V shape, the upper chord material is placed in the central position of the protection loop while maintaining the parallel positional relationship between the axis of the upper chord material and the straight portion of the protection loop. Since it can be arranged, unnecessary twisting force does not occur between the spacing member and the protective loop when the spacing member is made of strip plate, and when the spacing member is made of chain, the uppermost chord member is protected from the upper chord material. The distance between the mountain side and the valley side of the loop is kept constant, and the slack of the chain does not impair the function of maintaining the spacing of the protective loop.
Therefore, each material of the protective fence can be assembled smoothly as in the case of constructing the protective fence in a straight line, and there is no fear of adversely affecting the shock absorbing action of the protective loop.
In another embodiment of the present invention, the axis of the upper chord member adjacent to the support is set to the center of each individual overlapping plate so that the axial center of the upper chord member and the linear portion of the protective loop maintain a parallel positional relationship. The upper chord member can be laterally swung about the center axis of the column.
In another aspect of the present invention, an end tube is externally mounted on an end of the upper chord member, and a horizontal support is provided between a connecting piece provided on the end of the end tube and a connecting piece provided on the plurality of overlapping plates. It is rotatably connected by a shaft.
In another aspect of the present invention, a plurality of convex portions and a plurality of concave portions that can be fitted into the convex portions are formed on the facing surfaces of the plurality of overlapping plates.
In another aspect of the present invention, the plurality of overlapping plates are pivotally supported by pivot bolts screwed to the top surfaces of the columns.
In another form of the present invention, a friction slide type shock absorber for gripping a rope material having a full length that allows the protective loop to be wound in a loop shape between adjacent columns and a overlapping portion near both ends of the rope material. It is equipped with.

本発明は少なくともつぎのひとつの効果を奏する。
<1>回動連結機構の構成部品が重合板のみであるので、回動連結機構の構成部品の削減と構造の簡略化を図りつつ、支柱の頭部に対する上弦材の横向きの首振り範囲を大幅に拡張できる。
<2>支柱の頂面に重ねて載置した複数の重合板を枢支ボルト等で枢支するだけの簡単な作業で回動連結機構を組み付けできる。
<3>隣り合う上弦材の屈曲角度の大小に拘わらず、各上弦材の軸線と防護ループの直線部との平行な位置関係を維持したまま、上弦材を防護ループの中央位置に配置できるので、上弦材から最上段の防護ループの山側と谷側までの距離が均一となって、間隔保持材と防護ループの間にねじれや山側と谷側で間隔保持材の取付け長さに差が生じない。
そのため、防護柵を平面「く」字状に屈曲させて連結しても、間隔保持材と防護ループの交点の固定作業がし易く、防護ループによる衝撃吸収作用に悪影響を及ぼすことがない。
<4>複数の重合板の対向面に凸部と凹部を形成すると、複数の重合板の自由な回動を拘束できるので、複数の重合板に各間隔保持材を安定して連結できる。
The present invention has at least one of the following effects.
<1> Since the component of the pivotal coupling mechanism is only the overlapping plate, the lateral swing range of the upper chord member with respect to the head of the column can be reduced while reducing the number of components of the pivotal coupling mechanism and simplifying the structure. Can be greatly expanded.
<2> The rotation coupling mechanism can be assembled by a simple operation of pivotally supporting a plurality of overlapping plates placed on the top surface of the column with pivot bolts or the like.
<3> Regardless of the bending angle of the adjacent upper chord members, the upper chord members can be placed at the center position of the protective loop while maintaining the parallel positional relationship between the axis of each upper chord member and the straight line portion of the protective loop. , The distance from the upper chord to the crest side and the trough side of the uppermost protection loop becomes uniform, and twisting occurs between the spacing material and the protection loop, and there is a difference in the mounting length of the spacing material between the crest side and the trough side. Absent.
Therefore, even if the protective fence is bent and connected in a plane V shape, it is easy to fix the intersection of the spacing member and the protective loop, and the shock absorbing action of the protective loop is not adversely affected.
<4> When the convex portions and the concave portions are formed on the facing surfaces of the plurality of overlapping plates, the free rotation of the plurality of overlapping plates can be restrained, so that the spacing members can be stably connected to the plurality of overlapping plates.

回動連結機構を具備した本発明に係る防護柵の斜視図Perspective view of a protective fence according to the present invention equipped with a pivotal connection mechanism 支柱頭部に設けた回動連結機構の縦断面図Vertical cross-sectional view of the pivotal connection mechanism provided on the head of the column 回動連結機構の分解組立図Exploded assembly view of the rotation coupling mechanism 緩衝具の斜視図Shock absorber perspective view 重合板の一部を省略した回動連結機構の平面図The top view of the rotation connection mechanism which abbreviate|omitted a part of overlapping plate. 防護柵の組立て方法の説明図で、(A)は隣り合う支柱の頭部間に複数の上弦材を屈曲させて横架する工程の説明図、(B)は隣り合う支柱の間に防護ループを横架する工程と間隔保持材を取り付ける工程の説明図FIG. 3 is an explanatory view of an assembling method of a protective fence, (A) is an explanatory view of a process of bending a plurality of upper chord members between the heads of adjacent struts and horizontally laying them, and (B) is a protective loop between adjacent struts. Explanatory drawing of the process of horizontally mounting and attaching the spacing material 回動連結機構の他の実施例に係る説明図で、重合板の周縁部の斜視図It is explanatory drawing which concerns on the other Example of a rotation connection mechanism, and is a perspective view of the peripheral part of an overlapping plate. 本発明が前提とする防護柵の説明図で、(A)は一部を省略した防護柵の側面図、(B)は一部を破断した従来の回動連結機構の縦断面図FIG. 1 is an explanatory view of a protective fence premised on the present invention, (A) is a side view of the protective fence with a part omitted, and (B) is a vertical cross-sectional view of a conventional rotary coupling mechanism with a part cut away.

以下図面を参照しながら本発明について詳しく説明する。   Hereinafter, the present invention will be described in detail with reference to the drawings.

<1>防護柵
図1〜3を参照して説明すると、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、隣り合う支柱10の頭部間に横架した上弦材20と、隣り合う支柱10間に連鎖的に横架した緩衝機能を有する複数の防護ループ30と、複数の防護ループ30の山側に取り付けた金網33と、上弦材20に垂下して設けたループ用の間隔保持材40とを具備する。
各支柱10の頭部と上弦材20の端部との間に後述する回動連結機構50が介在してあって、各上弦材20が支柱10に対して縦横方向へ向けて首振り(回動)可能に連結してある。本発明は回動連結機構50を改良したものである。
以下に防護柵の主要な構成部材について説明する。
<1> Protective Fence Described with reference to FIGS. 1 to 3, a protective fence, which is a premise of the present invention, is provided between a plurality of columns 10 standing upright with a predetermined interval and between heads of adjacent columns 10. An upper chord member 20 which is horizontally laid, a plurality of protective loops 30 which are horizontally laid between adjacent columns 10 and which has a cushioning function, a wire net 33 attached to the mountain side of the plurality of protection loops 30, and a hanging member on the upper chord member 20. And the spacing member 40 for the loop provided as described above.
A pivotal connecting mechanism 50, which will be described later, is interposed between the head of each of the columns 10 and the end of the upper chord member 20, and each of the upper chord members 20 swings in the vertical and horizontal directions with respect to the column 10. Connected). The present invention is an improvement of the rotary connection mechanism 50.
The main components of the protective fence will be described below.

<2>支柱
図3を参照して説明すると、支柱10は、例えば鋼管、コンクリート充填鋼管、コンクリート柱等である。
支柱10の周面には防護ループ30を高さ方向に位置決めするためのフックまたは溝等の複数の位置決め要素11が多段的に設けてある。さらに支柱10の頂面には回動連結機構50を取り付けるためのボルト孔12が設けてある。
<2> Support Columns Referring to FIG. 3, the support columns 10 are, for example, steel pipes, concrete-filled steel pipes, concrete columns, or the like.
A plurality of positioning elements 11 such as hooks or grooves for positioning the protective loop 30 in the height direction are provided on the peripheral surface of the column 10 in multiple stages. Further, a bolt hole 12 for mounting the rotation coupling mechanism 50 is provided on the top surface of the column 10.

<3>防護ループ
防護ループ30は隣り合う各支柱10間にループ状に巻き掛け可能な全長を有するワイヤーロープ等のロープ材31と、ロープ材31の両端部近くの重合部を把持する摩擦摺動式の緩衝具32とを具備する。
<3> Protective Loop The protective loop 30 is a friction slide that grips a rope material 31 such as a wire rope having a full length that can be wound in a loop shape between adjacent columns 10 and an overlapping portion near both ends of the rope material 31. And a dynamic shock absorber 32.

図4に例示した緩衝具32について説明すると、この緩衝具32は板体の中央を折り返してロープ材31の両端部近くの重合部を収容可能な拘束板32aと、拘束板32a内に介挿する仕切板32bと、拘束板32aを収縮方向に締付ける締付手段32cとを具備していて、拘束板32a内に挿通させたロープ材31の両端部近くを締付手段32cで締め付けることで摺動可能に把持し得る構造になっている。
緩衝具32は、防護ループ30の一部に一定以上の衝撃荷重が張力として作用したときに緩衝具32とロープ材31との間で摺動を生じ、この摺動抵抗により衝撃荷重を減衰する。
The cushioning tool 32 illustrated in FIG. 4 will be described. The cushioning tool 32 has a constraining plate 32a capable of accommodating overlapping portions near both ends of the rope member 31 by folding back the center of the plate body and interposing in the constraining plate 32a. The partition plate 32b and the tightening means 32c for tightening the restraint plate 32a in the contracting direction are provided, and the rope member 31 inserted into the restraint plate 32a is tightened by the tightening means 32c near both ends. It is structured so that it can be movably held.
The shock absorber 32 slides between the shock absorber 32 and the rope material 31 when an impact load above a certain level acts as tension on a part of the protective loop 30, and the impact load is attenuated by this sliding resistance. .

<4>上弦材
図2,3を参照して説明すると、上弦材20は隣り合う支柱10の頭部間に横架可能な全長を有する鋼製の中空管であり、その端部には有底構造の端筒21が外装してある。
上弦材20は受撃時に機能させる部材ではなく、防護ループ30の取付け時に支柱10の間隔保持材として機能させるのであるから、特別に高剛性を付与する必要がない。
<4> Upper chord member Explaining with reference to FIGS. 2 and 3, the upper chord member 20 is a steel hollow tube having a full length capable of being horizontally stretched between the heads of the adjacent columns 10, and its end portion is An end cylinder 21 having a bottomed structure is externally mounted.
Since the upper chord member 20 is not a member that functions when receiving a strike, but functions as a spacing member for the columns 10 when the protective loop 30 is attached, it is not necessary to impart high rigidity.

<2.1>端筒
端筒21は上弦材20の長さ調整用の筒体であり、上弦材20の端部に外装して使用する。
端筒21の開放側の周面には軸方向に沿ってスリット22が開設してあり、端筒21の周面を締付ボルト23で締付けることで摺動不能に固定できる。
<2.1> End Cylinder The end cylinder 21 is a cylinder for adjusting the length of the upper chord member 20, and is used by being externally mounted on the end portion of the upper chord member 20.
A slit 22 is opened along the axial direction on the open side peripheral surface of the end cylinder 21, and the peripheral surface of the end cylinder 21 can be fixed in a non-sliding manner by tightening with a tightening bolt 23.

<2.2>連結片
端筒21の先端面には横向きのピン穴を有する連結片24が一体に突設してある。他の形態において、端筒21を省略して連結片24を上弦材20の端面に直接設けてもよい。
<2.2> Connection Piece A connection piece 24 having a lateral pin hole is integrally provided on the tip surface of the end cylinder 21 so as to project. In another form, the end cylinder 21 may be omitted and the connecting piece 24 may be provided directly on the end surface of the upper chord member 20.

<3>回動連結機構
図2,3,5を参照して回動連結機構50を説明する。
回動連結機構50は支柱10の頂面に重ねて載置して枢支した複数の重合板51からなる。
<3> Rotary Connection Mechanism The rotary connection mechanism 50 will be described with reference to FIGS.
The rotation coupling mechanism 50 is composed of a plurality of overlapping plates 51 placed on the top surface of the support column 10 so as to be stacked and pivotally supported.

<3.1>重合板
重合板51は支柱10の頂面に載置可能な円板であり、連結予定の上弦材20と同数を重ねて使用する。重合板51を重ねて使用するのは、他の重合板51の影響を受けずに個別に回動させるためである。
<3.1> Overlapping Plate The overlapping plate 51 is a disc that can be placed on the top surface of the column 10, and is used in the same number as the upper chord members 20 to be connected. The overlapping plates 51 are used in order to rotate individually without being influenced by other overlapping plates 51.

<3.2>重合板の枢支構造
複数の重合板51は支柱10の頂面に支柱10の中心軸を中心に個別に回動可能に枢支してある。
複数の重合板51を回動可能に枢支するには、例えば重合板51の対称位置に設けた複数の円弧状のガイド穴52と、ガイド穴52に挿通させる枢支ボルト54を組み合せて枢支できる。本形態の場合、支柱10に対する上弦材20の横方向へ向けた最大首振り(回動)角度はガイド穴52の全長を選択することで変更可能である。
<3.2> Pivot Support Structure of Overlapping Plates A plurality of overlapping plates 51 are individually pivoted on the top surface of the column 10 so as to be rotatable about the central axis of the column 10.
To rotatably support the plurality of overlapping plates 51, for example, a plurality of arcuate guide holes 52 provided at symmetrical positions of the overlapping plates 51 and a pivot support bolt 54 to be inserted into the guide holes 52 are combined. Can support In the case of the present embodiment, the maximum swing (rotation) angle of the upper chord member 20 in the lateral direction with respect to the support column 10 can be changed by selecting the entire length of the guide hole 52.

重合板51の枢支構造は本例に限定されるものではなく、図示を省略するが、複数の重合板51の中心部に単数の枢支ボルト54を貫挿させて枢支ボルト54を中心に各重合板51を回動可能に枢支してもよい。本例の枢支構造であればガイド穴52の開設加工が不要となるだけでなく、枢支ボルト54の本数も少なくて済む。   The pivot structure of the overlapping plate 51 is not limited to this example, and although not shown in the drawings, a single pivot bolt 54 is inserted through the central portion of the plural overlapping plates 51 to center the pivot bolt 54. Alternatively, each stacking plate 51 may be rotatably supported. With the pivotal support structure of this example, not only the process of forming the guide hole 52 is unnecessary, but also the number of pivotal bolts 54 can be reduced.

<3.3>支柱頭部と上弦材の枢支構造
各重合板51の周縁には横向きのピン穴を有する連結片53が重合板51の中心へ向けて突設してある。
各重合板51の連結片53は重合板51を重ねたときに他の重合板51と干渉しない位置に形成してある。
<3.3> Pivot Head and Upper Chord Material Pivot Supporting Structure A connecting piece 53 having a lateral pin hole is provided on the periphery of each overlapping plate 51 so as to project toward the center of the overlapping plate 51.
The connecting piece 53 of each overlapping plate 51 is formed at a position where it does not interfere with other overlapping plates 51 when the overlapping plates 51 are stacked.

図3に示すように端筒21および重合板51の連結片24,53を重合させ、両連結片24,53の重合させたピン穴に横支軸55を挿通することで、端筒21を具備した上弦材20と支柱10の頭部の間を縦向きに首振り可能に連結できる。
このように各重合板51に連結した上弦材20は、支柱10の中心軸を中心に横向きに首振り可能であるだけでなく、横支軸55を中心に縦向きの首振りも可能である。
特に、各上弦材20の端部を個別の重合板51に連結したことで、上弦材20の横向きに首振り角度を大きくできる。
As shown in FIG. 3, the end cylinder 21 and the connecting piece 24, 53 of the overlapping plate 51 are polymerized, and the lateral support shaft 55 is inserted into the pin hole where both the connecting pieces 24, 53 are superposed. The upper chord member 20 and the head of the column 10 can be connected vertically so as to be swingable.
As described above, the upper chord member 20 connected to each overlapping plate 51 can not only horizontally swing about the central axis of the column 10, but also vertically swing around the horizontal support shaft 55. .
Particularly, by connecting the ends of the upper chord members 20 to the individual overlapping plates 51, the swinging angle of the upper chord members 20 can be increased in the lateral direction.

<3.4>上弦材と防護ループの直線部との位置関係
連結片53を重合板51の中心へ向けて形成したのは、重合板51へ連結した上弦材20の軸心が常に重合板21の中心へ向くようにするためである。
換言すれば、支柱10に対して隣り合う左右一対の上弦材20の連結角度(屈曲角度)を変更した場合でも、上弦材20の軸心と防護ループ30の直線部との平行な位置関係を維持したまま、平面視したときに防護ループ30の中央位置に上弦材20を配置するためである。
<3.4> Positional Relationship between Upper Chord Member and Straight Part of Protective Loop The connecting piece 53 is formed toward the center of the overlapping plate 51 because the axis of the upper chord member 20 connected to the overlapping plate 51 is always an overlapping plate. This is so as to face the center of 21.
In other words, even when the connecting angle (bending angle) of the pair of left and right upper chord members 20 adjacent to the column 10 is changed, the parallel positional relationship between the axial center of the upper chord member 20 and the straight portion of the protective loop 30 is changed. This is because the upper chord member 20 is arranged at the central position of the protective loop 30 when viewed in a plan view while being maintained.

<4>間隔保持材
図1を参照して説明すると、間隔保持材40は防護ループ30の上下間隔を一定に保持する部材で、複数の防護ループ30に跨って取り付け可能な長さを有する。
本例の間隔保持材40は帯板をU字状に折り返して構成し、その折返し部を上弦材20に取り付けて垂下する一方、下方にのびる二つの帯板41と各防護ループ30の交点をUボルト等の固定具42で固定する形態について説明するが、帯板41の箇所にチェーンを適用した形態でもよい。
間隔保持材40にチェーンを適用した場合、下方にのびるチェーンと各防護ループ30との交点はUボルト等の固定具で固定する。
<4> Interval Holding Material Explaining with reference to FIG. 1, the distance holding material 40 is a member that holds the vertical intervals of the protective loops 30 constant, and has a length that can be attached across a plurality of protective loops 30.
The spacing member 40 of this example is formed by folding a strip into a U-shape, and the folded portion is attached to the upper chord member 20 and hangs down, while the intersection of the two strips 41 extending downward and each protective loop 30 is formed. Although a form of fixing with a fixing tool 42 such as a U-bolt will be described, a form in which a chain is applied to the band plate 41 may be used.
When a chain is applied to the spacing member 40, the intersection point between the chain extending downward and each protective loop 30 is fixed with a fixture such as a U bolt.

[防護柵の組立て方法]
つぎに防護柵の組立て方法について説明する。
[Assembling the protective fence]
Next, a method of assembling the protective fence will be described.

<1>回動連結機構の仮組みと支柱の立設
所定の間隔を隔てて複数の支柱10を立設する。この際、枢支ボルト54を螺着して各支柱10の頂面に複数の重合板51を予め仮組みしておくとよい。
<1> Temporary Assembly of Rotating Connection Mechanism and Standing of Posts A plurality of posts 10 are set up at a predetermined interval. At this time, it is preferable that the pivot bolts 54 be screwed and the plurality of overlapping plates 51 be preliminarily assembled to the top surfaces of the columns 10.

<2>上弦材の架設
以下の作業を行って隣り合う支柱10の頭部間に上弦材20を横架する。
図3に示すように横向きの上弦材20を支柱10の頭部高さまで吊り上げる。
つぎに図5に示すように支柱10の頂面に仮組みした各重合板51を個別に回動操作して連結片53を連結方向に合せ、重合させた両連結片24,52に横支軸55を挿通して連結する。
各重合板51の回動を終えたら、枢支ボルト54を締付けて複数の重合板51を回動不能に固定する。
<2> Installation of upper chord member The following work is performed to horizontally hang the upper chord member 20 between the heads of the adjacent columns 10.
As shown in FIG. 3, the upper horizontal chord member 20 is hung up to the head height of the column 10.
Next, as shown in FIG. 5, each overlapping plate 51 temporarily assembled on the top surface of the column 10 is individually rotated to align the connecting piece 53 with the connecting direction, and is laterally supported on the overlapping connecting pieces 24 and 52. The shaft 55 is inserted and connected.
When the rotation of each stacking plate 51 is completed, the pivot bolts 54 are tightened to fix the stacking plates 51 in a non-rotatable manner.

本発明では回動連結機構50による上弦材20の首振り範囲が大きいので、図6(A)に示すような支柱20に対して隣り合う左右の上弦材20を平面「く」の字状に大きく屈曲させて連結できる。隣り合う左右の上弦材20の屈曲角度の大小に拘わらず、常に各上弦材20の軸線が支柱10の中心軸に向くことになる。
さらに図5に示すように、上弦材20が支柱10に対して縦向きの首振りを可能に連結してあるため、隣り合う支柱10の頭部間の高低差にも追従できる。
In the present invention, since the swinging range of the upper chord member 20 by the pivotal connection mechanism 50 is large, the upper and lower chord members 20 adjacent to the column 20 as shown in FIG. Can be bent and connected greatly. The axis of each upper chord member 20 always faces the central axis of the column 10 regardless of the bending angle of the adjacent upper and lower chord members 20.
Further, as shown in FIG. 5, since the upper chord member 20 is connected to the support column 10 so as to swing vertically, it is possible to follow the height difference between the heads of the adjacent support columns 10.

<3>防護ループの横架
つぎに隣り合う支柱10の周面間に複数の防護ループ30を多段的に横架する。
防護ループ30を形成する際、ロープ材31の両端部を締付けると隣り合う支柱10が互いに引き寄せられるが、上弦材20が支柱10の傾倒を阻止して隣り合う支柱10の間隔が一定に保たれる。
ロープ材の締付力が上弦材20を経由して隣り合う支柱10の中心軸へ向けて作用するため、ロープ材の締付力によって支柱10は回転しない。
<3> Horizontal laying of protective loops Next, a plurality of protective loops 30 are horizontally laid in multiple stages between the peripheral surfaces of the adjacent columns 10.
When forming both ends of the rope member 31 when forming the protective loop 30, the adjacent columns 10 are attracted to each other, but the upper chord members 20 prevent the columns 10 from tilting and the intervals between the adjacent columns 10 are kept constant. Be done.
Since the tightening force of the rope material acts toward the central axis of the adjacent columns 10 via the upper chord member 20, the column 10 does not rotate due to the tightening force of the rope material.

<4>間隔保持材の取り付け
防護ループ30の架設後または架設作業中に間隔保持材40を上弦材20に垂下する。
間隔保持材40から下方にのびる二つの帯板41と各防護ループ30の交点に固定具42を取り付け固定する。
<4> Attachment of Interval Holding Material After the erection of the protective loop 30 or during the erection work, the distance maintaining material 40 is hung on the upper chord member 20.
A fixture 42 is attached and fixed to the intersection of each of the protective loops 30 and the two strips 41 extending downward from the spacing member 40.

図6(B)に示すように、隣り合う上弦材20を屈曲させて連結しても、各上弦材20の軸線と防護ループ30の直線部との平行な位置関係を維持したまま、上弦材20を防護ループ30の中央位置に配置できるので、上弦材20から最上段の防護ループ30の山側と谷側までの距離が一定となって、間隔保持材40を組み付ける際に間隔保持材40と防護ループ30の間にねじれが生じない。
そのため、隣り合う左右の上弦材20を直線状に配置した形態と同様に、間隔保持材40と防護ループ30の交点の固定作業がし易い。
As shown in FIG. 6(B), even if adjacent upper chord members 20 are bent and connected, the upper chord members 20 are maintained while maintaining the parallel positional relationship between the axis of each upper chord member 20 and the straight portion of the protective loop 30. Since 20 can be arranged at the central position of the protective loop 30, the distance from the upper chord member 20 to the peak side and the valley side of the uppermost protective loop 30 becomes constant, and when the spacing member 40 is assembled, No twisting occurs between the guard loops 30.
Therefore, similarly to the form in which the adjacent left and right upper chord members 20 are linearly arranged, it is easy to fix the intersection of the spacing member 40 and the protective loop 30.

間隔保持材40がチェーン製の場合も、上弦材20から最上段の防護ループ30の山側と谷側までの距離が変わらないので、チェーンの弛みを防止できる。   Even when the spacing member 40 is made of a chain, the distance from the upper chord member 20 to the peak side and the valley side of the uppermost protection loop 30 does not change, so that the slack of the chain can be prevented.

<5>金網の取付け
最後に図1に示すように複数の防護ループ30の受撃面に金網33を取り付ける。
<5> Attaching Wire Mesh Finally, as shown in FIG. 1, wire mesh 33 is attached to the receiving surfaces of the plurality of protective loops 30.

<6>防護柵の衝撃吸収作用
防護柵の受撃面に落石等が衝突すると、防護ループ30と金網33が谷側へ変形し、衝撃荷重が一定値を超えると防護ループ30を構成するロープ材31と緩衝具32との間で摺動することで、摺動中の摩擦抵抗により衝撃荷重を吸収する。
防護ループ30を具備した防護柵は衝撃荷重の吸収に伴いループ長が長くなるが、谷側へ向けた変形量はロープ材のシングルタイプと比べて小さいといった特性を有する。
<6> Impact-absorbing action of the protective fence When a falling rock or the like collides with the impact surface of the protective fence, the protective loop 30 and the wire net 33 are deformed toward the valley side, and when the impact load exceeds a certain value, the rope forming the protective loop 30 Sliding between the material 31 and the shock absorber 32 absorbs an impact load due to frictional resistance during sliding.
The protective fence provided with the protective loop 30 has a characteristic that the loop length becomes longer as the shock load is absorbed, but the amount of deformation toward the valley side is smaller than that of the single type rope material.

図6(B)に示すように、隣り合う左右の上弦材20が平面的に屈曲していても、防護ループ30と間隔保持材40の間にねじれ力がはたらかないため、防護ループ30本来の衝撃吸収作用を発揮できる。   As shown in FIG. 6(B), even if the adjacent left and right upper chord members 20 are bent in a plane, a twisting force does not work between the protective loop 30 and the spacing member 40. The shock absorbing effect of can be exhibited.

[他の実施例]
以降に他の実施例について説明するが、その説明に際し、前記した実施例と同一の部位は同一の符号を付してその詳しい説明を省略する。
[Other embodiments]
Other embodiments will be described below. In the description, the same parts as those in the above-mentioned embodiments are designated by the same reference numerals, and detailed description thereof will be omitted.

<1>他の回動連結機構
図7を参照して他の回動連結機構5について説明する。
本例では、回動連結機構50を構成する複数の重合板51の対向面に複数の凸部51aと、前記凸部51aと嵌合可能な複数の凹部51bとを形成した形態について説明する。
凸部51aの突起形状に特別な制限はなく、また凹部51bは貫通穴または有底溝の何れでもよい。
凸部51aと凹部51bの形成位置は重合板51の周縁部に限定されず、任意の位置に形成できる。
<1> Other Rotational Coupling Mechanism Another rotational coupling mechanism 5 will be described with reference to FIG. 7.
In this example, a configuration will be described in which a plurality of convex portions 51a and a plurality of concave portions 51b that can be fitted into the convex portions 51a are formed on the facing surfaces of the plurality of overlapping plates 51 that form the rotary coupling mechanism 50.
There is no particular limitation on the shape of the protrusion of the convex portion 51a, and the concave portion 51b may be either a through hole or a bottomed groove.
The formation positions of the convex portion 51a and the concave portion 51b are not limited to the peripheral portion of the overlapping plate 51, and they can be formed at arbitrary positions.

<2>本実施例の作用効果
本実施例にあっては、凸部51aと凹部51bが嵌合することで重ね合せた重合板51の自由な回動を拘束できるので、枢支ボルト54の取着後における複数の重合板51の回動拘束効果が格段に高くなる。
<2> Operation and effect of the present embodiment In this embodiment, the convex portion 51a and the concave portion 51b are fitted to each other, whereby the free rotation of the overlapped superposed plates 51 can be restricted. The effect of restraining the rotation of the plurality of overlapping plates 51 after attachment is significantly enhanced.

10・・・・支柱
20・・・・上弦材
21・・・・端筒
24・・・・端筒の連結片
30・・・・防護ループ
31・・・・ロープ材
32・・・・緩衝具
33・・・・金網
40・・・・間隔保持材
50・・・・回動連結機構
51・・・・重合板
51a・・・重合板の凸部
51b・・・重合板の凹部
52・・・・ガイド穴
53・・・・重合板の連結片
54・・・・枢支ボルト
55・・・・横支軸
10...・Post 20 ・・・・Upper chord material 21・・・・・・End tube 24・・・・End tube connecting piece 30・・・・Protective loop 31・・・・・・Rope material 32・・・Tool 33... Wire mesh 40. Spacing member 50... Rotational connection mechanism 51... Overlapping plate 51a... Overlapping plate convex portion 51b... Overlapping plate concave portion 52.・・・ Guide hole 53 ・・・ ・ Overlapping plate connecting piece 54 ・・・ Pivot bolt 55 ・・・ ・ Horizontal support shaft

Claims (6)

隣り合う支柱の周面間にロープ材をループ状に巻き掛けて多段的に横架された複数の防護ループと、回動連結機構を介在して隣り合う支柱の頭部間に横架され、支柱間隔を一定に保持する複数の上弦材と、上弦材に垂下されて防護ループの上下間隔を一定に保持する間隔保持材とを具備した防護柵における上弦材の架設構造であって、
前記回動連結機構が、支柱の頂面に重ねて載置され、支柱の中心軸を中心に個別に回動可能に枢支された複数の重合板からなり、
支柱に対して隣り合う上弦材の端部と個別の重合板との間が横支軸により縦向きに首振り可能に連結されていることを特徴とする、
防護柵における上弦材の架設構造。
A plurality of protective loops that are wound in a loop shape between the peripheral surfaces of the adjacent columns and are horizontally bridged in multiple stages, and are horizontally bridged between the heads of the columns that are adjacent to each other with a rotation coupling mechanism interposed. A structure for constructing an upper chord member in a protective fence, which comprises a plurality of upper chord members that keep the strut spacing constant, and a spacing member that hangs on the upper chord member to keep the vertical spacing of the protective loop constant,
The rotation coupling mechanism is placed on the top surface of the support column, and is composed of a plurality of overlapping plates that are individually pivotally supported about the center axis of the support column,
The end of the upper chord member adjacent to the column and the individual overlapping plate is connected by a horizontal support shaft so as to be vertically swingable.
Construction of the upper chord material on the protective fence.
上弦材の軸心と防護ループの直線部とが平行な位置関係を維持するように、支柱に対して隣り合う上弦材の軸心が個別の重合板の中心へ向けて配設されていると共に、前記上弦材が支柱の中心軸を中心に横向きに首振り可能であることを特徴とする、請求項1に記載の防護柵における上弦材の架設構造。   The axes of the upper chords adjacent to the support are arranged toward the centers of the individual overlapping plates so that the axial center of the upper chords and the linear portion of the protective loop maintain a parallel positional relationship. The erection structure of the upper chord member in a protection fence according to claim 1, wherein the upper chord member can swing laterally around a center axis of a column. 上弦材の端部に端筒が外装され、該端筒の端部に突設された連結片と、複数の重合板に設けられた連結片の間が横支軸により回動可能に連結されていることを特徴とする、請求項1または2に記載の防護柵における上弦材の架設構造。   An end tube is externally mounted on the end of the upper chord member, and a connecting piece protruding from the end of the end tube and a connecting piece provided on a plurality of overlapping plates are rotatably connected by a horizontal support shaft. The erection structure of the upper chord member in the protective fence according to claim 1 or 2, characterized in that. 前記複数の重合板の対向面に複数の凸部と、前記凸部と嵌合可能な複数の凹部とが形成されてい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における上弦材の架設構造。   4. A plurality of convex portions and a plurality of concave portions that can be fitted into the convex portions are formed on the facing surfaces of the plurality of overlapping plates, and the plurality of convex portions are formed. Erection structure of upper chord material in the protection fence of. 前記複数の重合板が支柱の頂面に螺着された枢支ボルトにより回動可能に枢支されてい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における上弦材の架設構造。   The protective fence according to any one of claims 1 to 4, wherein the plurality of overlapping plates are rotatably supported by a pivot bolt that is screwed to the top surface of the column. Construction of upper chord material. 前記防護ループが隣り合う支柱間にループ状に巻き掛け可能な全長を有するロープ材と、ロープ材の両端部近くの重合部を把持する摩擦摺動式の緩衝具とを具備していることを特徴とする、請求項1または2に記載の防護柵における上弦材の架設構造。   The protection loop is provided with a rope material having a total length capable of being wound in a loop shape between adjacent columns, and a friction sliding type shock absorbing tool for gripping the overlapping portion near both ends of the rope material. The erection structure of the upper chord member in the protective fence according to claim 1 or 2, which is characterized.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102260139B1 (en) * 2020-11-24 2021-06-03 뉴그린창신 주식회사 A Fixation Implement for Falling Rock Prevention

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS517567U (en) * 1974-07-04 1976-01-20
JP2003034912A (en) * 2001-07-26 2003-02-07 Kaihatsu Concrete Kk Guard fence
JP2003184035A (en) * 2001-12-12 2003-07-03 Yoshida Kouzou Design:Kk Shock absorbing fence and impact absorbing method
JP2004019369A (en) * 2002-06-19 2004-01-22 Yutaka Hosokawa Protection fence

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS517567U (en) * 1974-07-04 1976-01-20
JP2003034912A (en) * 2001-07-26 2003-02-07 Kaihatsu Concrete Kk Guard fence
JP2003184035A (en) * 2001-12-12 2003-07-03 Yoshida Kouzou Design:Kk Shock absorbing fence and impact absorbing method
JP2004019369A (en) * 2002-06-19 2004-01-22 Yutaka Hosokawa Protection fence

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102260139B1 (en) * 2020-11-24 2021-06-03 뉴그린창신 주식회사 A Fixation Implement for Falling Rock Prevention

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