JP4613864B2 - Guard fence and its construction method - Google Patents

Guard fence and its construction method Download PDF

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JP4613864B2
JP4613864B2 JP2006104719A JP2006104719A JP4613864B2 JP 4613864 B2 JP4613864 B2 JP 4613864B2 JP 2006104719 A JP2006104719 A JP 2006104719A JP 2006104719 A JP2006104719 A JP 2006104719A JP 4613864 B2 JP4613864 B2 JP 4613864B2
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rope
shock absorber
struts
rope material
rope member
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JP2007277896A (en
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細川  豊
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RAITEKU CO., LTD.
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Description

本発明は、山腹の斜面部等に構築し、積雪や落石等を受け止めて道路等への落下、流入を防止する防護柵に関する。 The present invention relates to a protective fence that is constructed on a slope or the like of a mountainside and receives snow, rocks, and the like to prevent falling and inflowing onto a road or the like.

従来から山腹の斜面部等に構築して落石や積雪等を受け止めて道路等への落下、流入を防止する防護柵が知られており、例えば、所定の間隔で支柱を設け、各支柱の間に水平ロープ材を水平方向のスライドを許容した状態で係留し、水平ロープ材の両端は固定し、各支柱間を水平ロープ材に掛止させたワイヤ製のネットで遮蔽し、前記水平ロープ材の途上にロープ材を重合させて形成した余長部と、余長部を一定の力で挟持する挟持具とにより、水平ロープ材に設定張力以上の張力が作用したとき、水平ロープ材が一定の摩擦力を保持したまま余長部が伸長して張力を吸収する緩衝部を形成した衝撃吸収柵(例えば特許文献1)や、基礎上に間隔を置いて支柱を立設し、これら支柱間に防護用網体を張設した防護柵(例えば特許文献2)などが提案されている。 Conventionally, protective fences have been known that are constructed on slopes of mountainsides, etc. to prevent falling or inflowing on roads etc. by receiving falling rocks or snow, etc. The horizontal rope material is moored in a state that allows horizontal sliding, and both ends of the horizontal rope material are fixed and shielded by a wire net that is hooked on the horizontal rope material between the supports. The horizontal rope material is constant when a tension exceeding the set tension is applied to the horizontal rope material by the extra length part formed by polymerizing the rope material on the way and the clamping tool that clamps the extra length part with a constant force. An impact absorbing fence (for example, Patent Document 1) that forms a buffer part that absorbs tension by extending the extra length while maintaining the frictional force of the column, or a column is set up at intervals on the foundation, Guard fence (for example, Patent Document 2) with protective nets stretched on It has been proposed.

上記衝撃吸収柵では、支柱はH鋼等の剛性部材で構成され、その上下部に水平ロープ材を係止するための孔が開設されている。 In the shock absorbing fence, the support column is made of a rigid member such as H steel, and a hole for locking the horizontal rope member is formed in the upper and lower portions thereof.

また、上記防護柵では、ロープ材の端末は緩衝具により端末パイプ支柱に揺動可能に連結され、その緩衝具は、ロープ材を所定の摩擦力で把持する一対の把持体を備え、両把持体をボルトナットなどの締付手段により締め付け固定し、また、中間パイプ支柱の外周前側には、ロープ材が係合する係合部たる孔を設けている。
特公平7−18134号公報 特開2004−19369号公報(0031段及び0032段)
Further, in the above-described protective fence, the end of the rope material is swingably connected to the end pipe support by the shock absorber, and the shock absorber includes a pair of grip bodies that grip the rope material with a predetermined frictional force. The body is fastened and fixed by fastening means such as bolts and nuts, and a hole serving as an engaging portion with which the rope member is engaged is provided on the outer peripheral front side of the intermediate pipe column.
Japanese Patent Publication No. 7-18134 JP 2004-19369 A (0031 and 0032 stages)

上記衝撃吸収柵では、支柱間において、水平ロープ材に緩衝部を形成するため、その緩衝部を形成した後では、水平ロープ材を支柱の孔に挿通することができず、現場での水平ロープ材の取付作業が煩雑となり、また、同様に、上記防護柵では、ロープ材の末端を緩衝具により把持し、その緩衝具を端末ロープ支柱に連結する構造であるため、緩衝具によりロープ材を把持した後では、ロープ材を中間パイプ支柱の係合部たる孔に挿通することができず、現場でロープ材を孔に挿通する作業が煩雑であった。また、ロープ材を孔に挿通した後、ボルトナットなどの締付手段を用いて緩衝具の把持体によりロープ材の端部を締め付けるため、ロープ材を中間パイプ支柱の孔に挿入した後では、把持体の取付作業も煩雑となり、さらに、ロープ材毎にその締付力にバラツキを生じると、落石等の衝撃吸収効果に低下を招く虞もある。 In the above shock absorbing fence, since the buffer portion is formed in the horizontal rope material between the columns, the horizontal rope material cannot be inserted into the hole of the column after the buffer portion is formed. Similarly, the work of attaching the material is complicated, and similarly, in the above-mentioned protective fence, the end of the rope material is gripped by the shock absorber, and the shock absorber is connected to the terminal rope support. After gripping, the rope material could not be inserted into the hole serving as the engaging portion of the intermediate pipe column, and the work of inserting the rope material into the hole at the site was complicated. In addition, after inserting the rope material into the hole of the intermediate pipe column after inserting the rope material into the hole of the intermediate pipe column in order to tighten the end of the rope material with the gripping body of the shock absorber using a tightening means such as a bolt nut. The work of attaching the gripping body is also complicated, and furthermore, if the tightening force varies for each rope material, there is a possibility that the impact absorbing effect such as falling rocks may be reduced.

さらに、上記衝撃吸収柵及び防護柵は、何れも、ロープ材の途中を中間の支柱に孔などに挿通するものであるため、落石や雪崩等の衝撃がロープ材に加わると、孔に当る部分でロープ材に集中した力が加わり、この部分からロープ材が損傷し易いという問題があった。 Furthermore, since the shock absorbing fence and the protective fence are both inserted through holes in the middle struts of the rope material, the part that hits the hole when an impact such as falling rocks or avalanches is applied to the rope material. However, there was a problem that the force concentrated on the rope material was added, and the rope material was easily damaged from this portion.

そこで、本発明は、ロープ材の取付作業が容易な防護柵を提供することを目的とし、加えて、支柱との係合部分におけるロープ材への力の集中を防止できる防護柵を提供することを目的とする。 Then, this invention aims at providing the protection fence with which the attachment work of a rope material is easy, and also provides the protection fence which can prevent concentration of the force to a rope material in the engaging part with a support | pillar. With the goal.

請求項1の発明は、間隔を置いて支柱を立設し、これら支柱間に上下に間隔をおいてロープ材を架設し、前記ロープ材の途中前記支柱に設けた係合部に係合し、前記ロープ材の両端側を緩衝具により摺動可能に把持すると共に、前記両端側の緩衝具を前記支柱に取り付けた防護柵において、前記係合部は、上下の係合部材と、これら上下の係合部材により形成され前記ロープ材を長さ交差方向から挿入可能な挿入受け部と、この挿入受け部を開閉する開閉手段とを備え、前記上下の係合部材の前記挿入受け部側は湾曲状に形成され、上の係合部材の先端上部及び下の係合部材の先端下部に切欠き段部が形成されていることを特徴とするものである。 The invention of claim 1, the strut is erected at intervals, bridged rope member spaced vertically between the posts, engaging the middle of the rope materials to the engagement portion provided on said post In the protective fence in which both ends of the rope member are slidably held by the shock absorber and the shock absorbers on both ends are attached to the column, the engagement portion includes upper and lower engagement members, An insertion receiving portion formed by upper and lower engaging members and capable of inserting the rope material from the length crossing direction, and an opening / closing means for opening and closing the insertion receiving portion, the insertion receiving portion side of the upper and lower engaging members Is formed in a curved shape, and a notch step is formed at the upper end of the upper engagement member and at the lower end of the lower engagement member .

請求項の発明は、間隔を置いて支柱を立設し、これら支柱間に上下に間隔をおいてロープ材を架設し、前記ロープ材の途中前記支柱に設けた係合部に係合し、前記ロープ材の両端側前記支柱に設ける緩衝具により摺動可能に把持する防護柵の施工方法において、
前記ロープ材の両端部を前記緩衝具により把持した後、前記緩衝具を支柱に設けると共に、前記ロープ材の途中を長さ交差方向から前記係合部に挿入し、上の係合部材の先端上部及び下の係合部材の先端下部に設けられた切欠き段部の孔にボルトを挿通して前記ロープ材を係合する方法である。
The invention according to claim 2 is that the struts are erected at intervals, and a rope material is erected between the struts in the vertical direction, and the middle of the rope material is engaged with an engaging portion provided on the strut and, in the method of constructing the safety barrier for gripping slidably by bumper providing both ends of the rope member to the post,
After gripping both ends of the rope material with the shock absorber, the shock absorber is provided on the column, and the middle of the rope material is inserted into the engagement portion from the length crossing direction, and the tip of the upper engagement member In this method, a bolt is inserted into a hole in a notch step provided at the lower end of the upper and lower engaging members to engage the rope member .

請求項1の構成によれば、開いた状態の挿入受け部に、ロープ材を長さ方向と交差する方向から挿入することができるため、ロープ材の先端を孔などに挿通する必要がなく、ロープ材の途中を中間の支柱に簡便に係合することができる。したがって、ロープ材の両端側の取付作業も容易に行うことができる。 According to the configuration of claim 1, since it is possible to insert the rope material from the direction intersecting the length direction into the open insertion receiving portion, it is not necessary to insert the tip of the rope material into the hole, The middle of the rope member can be easily engaged with the intermediate strut. Therefore, attachment work on both ends of the rope material can be easily performed.

また、請求項の構成によれば、支柱に取り付ける前に、ロープ材の両端側に緩衝具を取り付けることができるため、工場や現場の平らな地面などの作業に適した場所で緩衝具を取り付けることができ、作業性が向上する。特に、締付力などの調整・設定が必要な緩衝具を用いた防護柵においては、ロープ材の取付作業性を向上できる。 Moreover, according to the structure of Claim 1 , since it can attach a shock absorber to the both ends of a rope material before attaching to a support | pillar, a shock absorber is installed in the place suitable for work, such as a flat ground of a factory or a field. It can be attached and workability is improved. In particular, in a protective fence using a shock absorber that requires adjustment and setting of the tightening force and the like, the workability of attaching the rope material can be improved.

また、請求項の構成によれば、落石や雪崩等の衝撃がロープ材に加わっても、ロープ材は係合部材の湾曲状の部分に当接するため、係合部において、ロープ材に応力が集中することを抑制できる。 According to the configuration of claim 1 , even if an impact such as falling rock or avalanche is applied to the rope material, the rope material abuts on the curved portion of the engagement member. Can be prevented from concentrating.

また、本発明によれば、支柱の係合部に落石などが衝突しても、落石がロープ材に直接衝突することがない。 Moreover, according to this invention , even if a falling rock collides with the engaging part of a support | pillar, a falling rock does not collide directly with a rope material.

請求項の構成によれば、支柱に取り付ける前に、ロープ材の両端側に緩衝具を取り付けることができるため、工場や現場の平らな地面などの作業に適した場所で緩衝具を取り付けることができ、ロープ材の取付作業性が向上する。 According to the structure of Claim 2 , since it can attach a shock absorber to the both ends of a rope material before attaching to a support | pillar, it attaches a shock absorber in the place suitable for work, such as a flat ground of a factory or the field. This improves the workability of attaching the rope material.

また、請求項の構成によれば、ロープ材の途中を中間の支柱に簡便に係合することができる。 Moreover, according to the structure of Claim 2 , the middle of a rope material can be easily engaged with an intermediate support | pillar.

本発明における好適な実施の形態について、添付図面を参照しながら詳細に説明する。なお、以下に説明する実施の形態は、特許請求の範囲に記載された本発明の内容を限定するものではない。また、以下に説明される構成の全てが、本発明の必須要件であるとは限らない。各実施例では、従来とは異なる防護柵を採用することにより、従来にない防護柵とその施工方法が得られ、その防護柵とその施工方法を夫々記述する。 Preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. The embodiments described below do not limit the contents of the present invention described in the claims. In addition, all of the configurations described below are not necessarily essential requirements of the present invention. In each embodiment, by adopting a guard fence different from the conventional one, an unprecedented guard fence and its construction method are obtained, and the guard fence and its construction method are described respectively.

以下、本発明の防護柵の実施例について図1〜図16を参照して説明する。防護柵1は、両側に配置する端末パイプ支柱(端末支柱)2の間に複数の中間パイプ支柱(中間支柱)3を間隔をおいて並設し、これらパイプ支柱2,3に、上下に間隔おいて、横方向のロープ材4を多段に架設すると共に、防護用網体として金属線材で編成した金網5を前側に張設し、例えば、それら支柱2,3は山腹の斜面Sに穿設した縦孔S1に建て込まれる。尚、金網5はロープ材4の前に張設される。また、前記ロープ材4にはワイヤーロープなどが用いられる。この例では、端末パイプ支柱2,2の間に2本の中間パイプ支柱3,3を配置している。尚、本実施形態では、1つのユニットとして支柱2,3,3,2を備えた防護柵1を用いて説明するが、支柱2の両側に支柱3,3…を設けて連続的に防護柵を形成することもできる。 Hereinafter, embodiments of the protective fence according to the present invention will be described with reference to FIGS. The guard fence 1 has a plurality of intermediate pipe struts (intermediate struts) 3 arranged at intervals between terminal pipe struts (terminal struts) 2 arranged on both sides, and is vertically spaced between these pipe struts 2 and 3. In addition, the horizontal rope material 4 is laid in multiple stages, and a wire net 5 knitted with a metal wire is stretched on the front side as a protective net, for example, these columns 2 and 3 are drilled on the slope S of the mountainside It is built in the vertical hole S1. The wire mesh 5 is stretched in front of the rope material 4. The rope material 4 is a wire rope or the like. In this example, two intermediate pipe struts 3 and 3 are arranged between the terminal pipe struts 2 and 2. In this embodiment, description will be made using the protective fence 1 provided with the columns 2, 3, 3, 2 as one unit. However, the columns 3, 3,... Can also be formed.

前記端末パイプ支柱2と中間パイプ支柱3は、斜面S1などに建て込まれ、建て込んだ端末パイプ支柱2と中間パイプ支柱3は、連結杆6によって相互に連結される。これら端末パイプ支柱2と中間パイプ支柱3及び連結杆6は、断面形状が円形の鋼管によって形成されている。このような中空構造の端末パイプ支柱2と中間パイプ支柱3は、内設する補強体8によって補強される。なお、図5及び図6に示すように、補強体8は端末パイプ支柱2と中間パイプ支柱3より短く形成され、縦孔S1に埋設される部分にほぼ対応して端末パイプ支柱2と中間パイプ支柱3の下部に嵌挿されている。この補強体8は多角形状に形成されている。本実施例においては、前記補強体8は、板材からなる3枚の補強リブ111,111,111をほぼ正三角形に配置し、補強リブ111,111,111の頂点111S,111S,111Sに帯状鋼板112,112,112を溶着してなる。また、前記帯状鋼板112の幅Wは、前記補強リブ111の厚さの2倍以上である。また、補強体8の帯状鋼板112,112,112は、前記鋼管110の内面と僅かな隙間を介して挿通可能に取付けられている。そして、製造時には、補強体8を組立てた後、鋼管110の一側開口から該補強体8を挿入配置し、溶接棒などが届く開口側で補強体8を鋼管110の内面に溶着固定した後、内部に無収縮モルタル11を充填する。また、前記鋼管110内には、補強体8の2つの頂点の間に位置して、3本の鉄筋10,10,10を鋼管110の内面に接して固定している。尚、前記鉄筋10は前記補強体8とほぼ同一長さに設けられている。そして、前記断面三角形の補強体8の2つの頂点111S及び前記鉄筋10を、前記パイプ支柱2,3の引張領域側に設けている。すなわち、防護柵1が前面に落石等を受けると、下部を中心に支柱2,3を倒す力が加わるから、支柱2,3の断面前側が引張領域となる。 The terminal pipe strut 2 and the intermediate pipe strut 3 are built on the slope S1 or the like, and the built-in terminal pipe strut 2 and the intermediate pipe strut 3 are connected to each other by a connecting bar 6. The terminal pipe strut 2, the intermediate pipe strut 3, and the connecting rod 6 are formed of steel pipes having a circular cross-sectional shape. The terminal pipe strut 2 and the intermediate pipe strut 3 having such a hollow structure are reinforced by a reinforcing body 8 provided therein. 5 and 6, the reinforcing body 8 is formed shorter than the end pipe strut 2 and the intermediate pipe strut 3, and the end pipe strut 2 and the intermediate pipe substantially correspond to the portion embedded in the vertical hole S1. It is inserted in the lower part of the column 3. The reinforcing body 8 is formed in a polygonal shape. In this embodiment, the reinforcing body 8 has three reinforcing ribs 111, 111, 111 made of plate material arranged in a substantially equilateral triangle, and strip steel plates at the vertices 111S, 111S, 111S of the reinforcing ribs 111, 111, 111. 112, 112, 112 are welded. Further, the width W of the strip-shaped steel plate 112 is at least twice the thickness of the reinforcing rib 111. Further, the strip steel plates 112, 112, 112 of the reinforcing body 8 are attached so as to be able to be inserted through the inner surface of the steel pipe 110 through a slight gap. At the time of manufacturing, after assembling the reinforcing body 8, the reinforcing body 8 is inserted and arranged from one side opening of the steel pipe 110, and the reinforcing body 8 is welded and fixed to the inner surface of the steel pipe 110 on the opening side where a welding rod or the like reaches. The inside is filled with the non-shrink mortar 11. Further, in the steel pipe 110, three reinforcing bars 10, 10, 10 are fixed in contact with the inner surface of the steel pipe 110, located between two vertices of the reinforcing body 8. The rebar 10 is provided with substantially the same length as the reinforcing body 8. The two vertices 111S of the reinforcing body 8 having a triangular cross section and the reinforcing bar 10 are provided on the tensile region side of the pipe struts 2 and 3. That is, when the protective fence 1 receives a fallen stone or the like on the front surface, a force for tilting the support columns 2 and 3 is applied around the lower part, so that the front side of the cross section of the support columns 2 and 3 is a tensile region.

本発明では、前記連結杆6は断面円形をなし、連結杆6は、好ましくは鋼管の内部にコンクリートや無収縮モルタル11を充填した充填鋼管が用い、その連結杆6の端部を端末パイプ支柱2及び中間パイプ支柱3に、回動連結機構12,13により、前後方向及び上下方向回動可能に連結している。 In the present invention, the connecting rod 6 has a circular cross section, and the connecting rod 6 is preferably a filled steel pipe filled with concrete or non-shrink mortar 11 inside the steel pipe, and the end of the connecting rod 6 is used as a terminal pipe column. 2 and the intermediate pipe support 3 are connected to each other by a rotation connecting mechanism 12, 13 so as to be rotatable in the front-rear direction and the up-down direction.

まず、図8〜図9を参照して、中間パイプ支柱3に設ける前記回動連結機構13について説明すると、この回動連結機構13は、中間パイプ支柱3の上部に回動可能に外嵌する支柱キャップ14と、前記連結杆6の端部を挿入連結する連結外筒部15と、前記支柱キャップ14と連結外筒部15とを上下方向回動可能に連結する回動連結部16,16Aとを備える。 First, with reference to FIG. 8 to FIG. 9, the rotation coupling mechanism 13 provided in the intermediate pipe column 3 will be described. The rotation coupling mechanism 13 is rotatably fitted on the upper portion of the intermediate pipe column 3. A support cap 14, a connecting outer cylinder 15 for inserting and connecting the end of the connecting rod 6, and a rotating connecting part 16, 16A for connecting the support cap 14 and the connecting outer cylinder 15 so as to be rotatable in the vertical direction. With.

前記連結外筒部15は、支柱側を閉塞端部151により閉塞し、反支柱側の開口側の半円筒部152を着脱可能に設け、連結外筒部15に連結杆6の端部6Aを挿入し、連結外筒部15に前記反円筒部152を締め付けることにより、連結外筒部15に対して連結杆6が締め付け固定される。 The connecting outer cylinder portion 15 is closed on the column side by a closing end 151, and a semi-cylindrical portion 152 on the opening side on the opposite column side is detachably provided, and the end 6A of the connecting rod 6 is provided on the connecting outer cylinder portion 15. By inserting and fastening the anti-cylindrical part 152 to the connecting outer cylinder part 15, the connecting rod 6 is fastened and fixed to the connecting outer cylinder part 15.

前記回動連結部16Aは、前記支柱キャップ14と連結外筒部15とを回動可能に連結するボルトなどからなる横方向の枢軸17を備える。 The rotation connecting portion 16A includes a lateral pivot 17 made of a bolt or the like that rotatably connects the support cap 14 and the connecting outer cylinder portion 15.

したがって、中間パイプ支柱3に対して、両側の連結外筒部15は、枢軸17を中心に上下方向に回動し、支柱キャップ14を中心に前後方向に回動可能になっている。 Therefore, the connecting outer cylinder portions 15 on both sides with respect to the intermediate pipe support 3 rotate in the vertical direction around the pivot 17 and can rotate in the front-rear direction around the support cap 14.

次に、前記回動連結機構12は、図8及び図9に示すように、端末パイプ支柱2に支柱キャップ14が平面回動可能に連結され、この端末パイプ支柱2に対して、連結外筒部15は、枢軸17を中心に上下方向に回動し、支柱キャップ14を中心に前後方向に回動可能になっている。 Next, as shown in FIGS. 8 and 9, the pivot coupling mechanism 12 has a column cap 14 coupled to the terminal pipe column 2 so as to be able to rotate on a plane. The portion 15 rotates in the vertical direction about the pivot 17 and can be rotated in the front-rear direction about the support cap 14.

尚、連結外筒部18への連結杆6の端部の挿入量を調整することにより、支柱2,2,3間の間隔に連結杆6を合わせて調整することができる。 In addition, by adjusting the insertion amount of the end portion of the connecting rod 6 to the connecting outer cylinder portion 18, the connecting rod 6 can be adjusted to the interval between the columns 2, 2, and 3.

さらに、図8〜図10に示すように、端末パイプ支柱2の外周前側には、ロープ材4の端末を連結するための取付部21が上下多段に設けられ、この取付部21には横長形状の孔22が形成されている。そして、ロープ材4の端末は緩衝具23により端末パイプ支柱2に揺動可能に連結される。 Further, as shown in FIGS. 8 to 10, an attachment portion 21 for connecting the end of the rope member 4 is provided in the upper and lower stages on the front side of the outer periphery of the end pipe support 2, and the attachment portion 21 has a horizontally long shape. A hole 22 is formed. The end of the rope member 4 is slidably connected to the end pipe support 2 by a buffer 23.

図9〜図12に示すように、前記緩衝具23は、前記ロープ材4を収容する箱体31と箱体31に収容したロープ材4を押圧する複数個の突起部32を有する押圧具33及び箱体31と押圧具33とを締結する締結具39により構成され、この締結具39はボルト39A、ワッシャ39B、ナット39Cを備える。前記箱体31は、図11及び図12に示すように、緩衝具23をUボルト55等を用いて支柱2,3に取り付ける為の取付穴34、ロープ材4を圧装する把持溝35、この把持溝35にロープ材4を案内する案内溝36、押圧具33の複数個の突起部32を逃がすための凹部形状の逃げ部37、押圧具33を押し付けるためのボルト39Aを通す穴を有する。箱体31のボルト装入側には、ボルト39Aの回り止めの役目を持たせた回り止め突起38が設けられている。押圧具33は、板又はブロックの片面に複数個の突起部32を設け、ロープ材4を箱体1に押しつける。前記突起部32は、ロープ材4の長手方向に複数配置されている。押圧具33の突起部32は、ロープ材4を押し付ける際、作用力の方向がロープ材4の中心へ向かうよう押圧面32Aが半円形状に設定されており、箱体31の把持溝35の形状とあいまってロープ材4の素線が溝の外へはみ出さない様になっている。尚、前記箱体31と押圧具33とにより、ロープ材4を把持する把持体を構成している。 As shown in FIGS. 9 to 12, the shock absorber 23 includes a box 31 that houses the rope member 4 and a plurality of protrusions 32 that press the rope member 4 housed in the box 31. And a fastener 39 that fastens the box 31 and the pressing tool 33. The fastener 39 includes a bolt 39A, a washer 39B, and a nut 39C. As shown in FIGS. 11 and 12, the box 31 includes an attachment hole 34 for attaching the shock absorber 23 to the columns 2 and 3 using U bolts 55 and the like, a gripping groove 35 for pressing the rope material 4, The grip groove 35 has a guide groove 36 for guiding the rope material 4, a recess-shaped escape portion 37 for releasing a plurality of projections 32 of the pressing tool 33, and a hole for passing a bolt 39 A for pressing the pressing tool 33. . On the bolt insertion side of the box 31 is provided a detent projection 38 that serves as a detent for the bolt 39A. The pressing tool 33 is provided with a plurality of protrusions 32 on one side of a plate or block, and presses the rope material 4 against the box 1. A plurality of the protruding portions 32 are arranged in the longitudinal direction of the rope member 4. When the rope member 4 is pressed against the protrusion 32 of the pressing tool 33, the pressing surface 32 </ b> A is set in a semicircular shape so that the direction of the acting force is directed toward the center of the rope member 4. Combined with the shape, the strands of the rope material 4 do not protrude from the groove. The box body 31 and the pressing tool 33 constitute a grip body for gripping the rope material 4.

そして、箱体31の把持溝35に、ロープ材4の途上を収容し、押圧具33の突起部32の押圧面32Aをロープ材4の上に載せ、押し付け力を出すために箱体裏側よりボルト39Aを通し、押圧具33に連通し、ワッシャ39B、ナット39Cを介して締め付ける。この時、ボルト39Aの頭は回り止め突起38に当たり、共回りは避けられる。また、ロープ材4は案内溝36のラッパ状部に案内され、さらに、押圧具33の突起部32の半円形状の押圧面32Aによりロープ材4は溝の中心部へ押し込まれていく。ロープ材4の把持力は、押圧具33を押し付けるナット39Bの締め付け力により決められる。また、Uボルト40の途中を前記取付穴34,34に挿通し、両端部40T,40Tにナット41,41を螺合する。 Then, the rope member 4 is accommodated in the grip groove 35 of the box body 31 and the pressing surface 32A of the protrusion 32 of the pressing tool 33 is placed on the rope member 4 so that the pressing force can be exerted from the back side of the box body. The bolt 39A is passed through, communicated with the pressing tool 33, and tightened through a washer 39B and a nut 39C. At this time, the head of the bolt 39A hits the anti-rotation protrusion 38, and co-rotation is avoided. The rope member 4 is guided by the trumpet-shaped portion of the guide groove 36, and the rope member 4 is pushed into the center portion of the groove by the semicircular pressing surface 32A of the protrusion 32 of the pressing tool 33. The gripping force of the rope member 4 is determined by the tightening force of the nut 39B that presses the pressing tool 33. Further, the middle of the U-bolt 40 is inserted into the mounting holes 34, 34, and nuts 41, 41 are screwed into both end portions 40T, 40T.

このような緩衝具23を備えた防護柵において、落石や走行車両の衝突等の要因により、ロープ材4に衝撃力が作用すると、この衝撃力は、ロープ材4に張力として作用し、さらにこの張力は、緩衝具23に伝達される。ロープ材4は、押圧具33の突起部32の押圧面32Aと箱体31の把持溝35との間の摩擦抵抗により把持されている。従って、ロープ材4に作用する張力が、前記設定摩擦力以下の場合は、ロープ材4は摺動することはない。ロープ材4に作用する張力が設定摩擦力を越えると、ロープ材4が摺動を開始して、摺動摩擦抵抗により衝撃エネルギーが効果的に減衰される。 When an impact force acts on the rope member 4 due to factors such as falling rocks or a collision of a traveling vehicle in the protective fence provided with such a shock absorber 23, the impact force acts on the rope member 4 as a tension. The tension is transmitted to the buffer 23. The rope member 4 is gripped by the frictional resistance between the pressing surface 32A of the protrusion 32 of the pressing tool 33 and the gripping groove 35 of the box 31. Therefore, when the tension acting on the rope member 4 is equal to or less than the set frictional force, the rope member 4 does not slide. When the tension acting on the rope material 4 exceeds the set friction force, the rope material 4 starts to slide, and the impact energy is effectively attenuated by the sliding friction resistance.

そして、上記緩衝具23では、図12に示したように、締結具39を締め付けて箱体31と押圧具33によりロープ材4を所定の摩擦抵抗で把持した状態で、前記箱体上面31Aと押圧具33の下面33Aとの間には隙間Kがあり、また、前記突起部32の押圧面32Aと把持溝35の上端35Aとの間には隙間があり、すなわち、前記把持状態でさらに締め付けることが可能な締付代を有する。したがって、この例では、締結具39の締付力を調整することにより、前記摩擦抵抗を設定できる緩衝具23を用いている。 Then, in the shock absorber 23, as shown in FIG. 12, the box upper surface 31A is fastened with the fastener 39 tightened and the rope member 4 is gripped with a predetermined frictional resistance by the box 31 and the pressing tool 33. There is a gap K between the lower surface 33A of the pressing tool 33, and there is a gap between the pressing surface 32A of the projection 32 and the upper end 35A of the holding groove 35, that is, tightening is further performed in the holding state. It has a tightening allowance. Therefore, in this example, the shock absorber 23 that can set the frictional resistance by adjusting the tightening force of the fastener 39 is used.

尚、図9及び図10などに示すように、ロープ材4の端部には、前記緩衝具23に係止可能なストッパ42が設けられており、このストッパ42は、ロープ材4を締め付けた箱体31と押圧具33に係止する。 As shown in FIGS. 9 and 10, a stopper 42 that can be locked to the shock absorber 23 is provided at the end of the rope member 4. The stopper 42 tightens the rope member 4. The box 31 and the pressing tool 33 are locked.

また、前記支柱2,3,3,2間には、ロープ材4に加わる衝撃エネルギーを分散する分散維持装置51が複数設けられ、この例では、図1及び図9などに示すように、支柱2,3,3,2間にそれぞれ分散維持装置51が設けられている。この分散位置装置51は,図13などに示すように、縦方向の連結部材52を有し、この連結部材52はフラットバーなどからなり、各ロープ材4に対応して、Uボルト挿通孔53,53,53,53が上下に並んで形成され、上下に並んだ挿通孔53,53,53,53に対応して連結部材52には受座54,54が設けられている。そして、この受座54と挿通孔53にUボルト55の端部を挿通し、該端部にナット56を螺合して受座54とUボルト55との間にロープ材4を挟着する。また、前記連結部材52の上部には、透孔52A,52Bが上下に間隔を置いて穿設されている。 Further, a plurality of dispersion maintaining devices 51 for dispersing the impact energy applied to the rope material 4 are provided between the support columns 2, 3, 3, and 2. In this example, as shown in FIGS. A dispersion maintaining device 51 is provided between 2, 3, 3 and 2, respectively. As shown in FIG. 13 and the like, this distributed position device 51 has a longitudinal connecting member 52, which is composed of a flat bar or the like, and corresponds to each rope member 4 and has a U-bolt insertion hole 53. 53, 53, 53 are formed side by side, and the connecting member 52 is provided with receiving seats 54, 54 corresponding to the insertion holes 53, 53, 53, 53 arranged vertically. The end portion of the U bolt 55 is inserted into the receiving seat 54 and the insertion hole 53, and the nut 56 is screwed into the end portion to sandwich the rope member 4 between the receiving seat 54 and the U bolt 55. . Further, through holes 52A and 52B are formed in the upper part of the connecting member 52 at intervals in the vertical direction.

前記分散位置装置51は、図14に示すように、吊下げ部材57により前記連結杆6に吊下げ状態で連結され、その吊下げ部材57は、前記連結杆6に外装する外リング58を備える。この外リング58の開口から鍔縁部59,59を前方略水平に突設し、これら鍔縁部59,59にボルト挿通孔59A,59Aを穿設する。前記縁鍔部59,59間には、略L型の連結プレート60の水平辺部61が挿入され、この水平辺61には前記ボルト挿通孔60に対応して、前後方向に長い長孔62を穿設し、水平辺部61を挟んだ状態で、ボルト挿通孔59A及び長孔62にボルト63を挿通し、ナット63Aを締めることにより、連結杆6に外リング58を固定すると共に、外リング58に連結プレート60を固定する。この場合、長孔62により連結プレート60の前後位置を調整できる。さらに、その連結プレート60の垂直辺部61Sには上下方向に長い長孔65が穿設されており、前記垂直辺部61Sの後面側から、ボルト66を前記長孔65に挿通すると共に、前記前記連結部材52の透孔52Bに挿通し、前記ボルト66にナット66Aを螺合することにより、連結部材52を連結杆6に吊下げ固定する。また、前記金網5を固定するために金網固定板67を用い、この金網固定板67は、上下に透孔68,68Aを備える。そして、前記ナット66Aから前方の突出したボルト66部分を、金網5に挿通すると共に前記透孔68Aに挿通し、挿通したボルト66部分にナット66Bを螺合し、また、前記連結部材52上部の透孔52Aにボルト69を挿通し、このボルト69を金網5と金網固定板67の透孔68とに挿通し、ナット69Aを螺合することにより、連結部材52の上部と金網固定板67との間に金網5を挟着固定する。 As shown in FIG. 14, the dispersion position device 51 is connected to the connection rod 6 in a suspended state by a suspension member 57, and the suspension member 57 includes an outer ring 58 that is externally attached to the connection rod 6. . The flange edges 59, 59 project from the opening of the outer ring 58 in a substantially horizontal front, and bolt insertion holes 59A, 59A are formed in the flange edges 59, 59. A horizontal side portion 61 of a substantially L-shaped connecting plate 60 is inserted between the edge flange portions 59, 59. The horizontal side 61 corresponds to the bolt insertion hole 60 and has a long hole 62 which is long in the front-rear direction. With the horizontal side 61 sandwiched therebetween, the bolt 63 is inserted into the bolt insertion hole 59A and the long hole 62, and the nut 63A is tightened to fix the outer ring 58 to the connecting rod 6 and The connecting plate 60 is fixed to the ring 58. In this case, the longitudinal position of the connecting plate 60 can be adjusted by the long hole 62. Further, a long hole 65 that is long in the vertical direction is formed in the vertical side portion 61S of the connecting plate 60, and a bolt 66 is inserted into the long hole 65 from the rear surface side of the vertical side portion 61S. The connecting member 52 is suspended and fixed to the connecting rod 6 by being inserted into the through hole 52B of the connecting member 52 and screwing the nut 66A into the bolt 66. Further, a wire mesh fixing plate 67 is used to fix the wire mesh 5, and this wire mesh fixing plate 67 is provided with through holes 68, 68A in the upper and lower sides. Then, the bolt 66 portion protruding forward from the nut 66A is inserted into the wire mesh 5 and through the through hole 68A, and the nut 66B is screwed into the inserted bolt 66 portion. Bolts 69 are inserted into the through holes 52A, the bolts 69 are inserted into the metal mesh 5 and the through holes 68 of the metal mesh fixing plate 67, and the nuts 69A are screwed together, whereby the upper portion of the connecting member 52 and the metal mesh fixing plate 67 are The wire mesh 5 is clamped and fixed between the two.

次に、本願発明の特徴構成の一つである中間パイプ支柱3の係合部71について詳述する。図1及び図2に示すように、係合部71は、前記ロープ材4に対応して、中間パイプ支柱3の鋼管110の前側に多段に設けられ、上下対をなす係合部材72,72を前方の突出して設け、これら係合部材72,72は断面が円形の丸棒などからなり、この丸棒は鋼製などであって、中間パイプ支柱3の鋼管110の外周に溶着されており、それら上下の係合部材72,72の間に、前記ロープ材4を側方から挿入可能な挿入受け部73が形成されている。そして、挿入受け部73側は係合部材72,72の円筒形の外周面72G,72Gが位置している。また、上の係合部材72の先端上部に切欠き段部74を形成すると共に、下の係合部材72の先端下部に切欠き段部74を形成し、上下の切欠き段部74,74の対応する位置で係合部材72,72に透孔75,75を穿設し、開閉手段たるボルト76を前記透孔75,75に挿通し、そのボルト76にナット77,77Aを螺合することにより、前記挿入受け部73を閉めることができ、逆に、ナット77,77Aを外してボルト76を抜くことにより、挿入受け部73を開くことができる。 Next, the engaging portion 71 of the intermediate pipe support 3 which is one of the characteristic configurations of the present invention will be described in detail. As shown in FIGS. 1 and 2, the engaging portion 71 is provided in multiple stages on the front side of the steel pipe 110 of the intermediate pipe column 3 corresponding to the rope member 4, and engage members 72, 72 that form a pair of upper and lower sides. The engaging members 72, 72 are made of a round bar having a circular cross section, and the round bar is made of steel or the like, and is welded to the outer periphery of the steel pipe 110 of the intermediate pipe column 3. Between the upper and lower engaging members 72, 72, an insertion receiving portion 73 into which the rope member 4 can be inserted from the side is formed. The cylindrical outer peripheral surfaces 72G and 72G of the engaging members 72 and 72 are positioned on the insertion receiving portion 73 side. In addition, a notch step 74 is formed at the upper end of the upper engagement member 72, and a notch step 74 is formed at the lower end of the lower engagement member 72 so that the upper and lower notch steps 74, 74 are formed. Through holes 75 and 75 are formed in the engaging members 72 and 72 at positions corresponding thereto, and bolts 76 as opening / closing means are inserted into the through holes 75 and 75, and nuts 77 and 77A are screwed into the bolts 76. Accordingly, the insertion receiving portion 73 can be closed, and conversely, the insertion receiving portion 73 can be opened by removing the nuts 77 and 77A and removing the bolt 76.

したがって、上述したように締結具39の締付力の必要な緩衝具23を使用する場合、工場や現場の平坦な場所で、ロープ材4を支柱2,3に取り付ける前に、緩衝具23の箱体31と押圧具33とによりロープ材4を把持することができ、その摩擦力の設定を容易に行うことができる。このようにロープ材4の両端を箱体31と押圧具33とにより把持した後、Uボルト40を孔22に挿通し、そのUボルト40に箱体31と押圧具33とを取り付けて、端末パイプ支柱2,2にロープ材4の端部側と取り付け、ロープ材4の途中は、中間パイプ支柱3の挿入受け部73に、該ロープ材4を側方から挿入し、この後、ボルト76とナット77,77Aにより挿入受け部73を閉めることにより、ロープ材4を多段に設けることができる。尚、図8に示したように、端末パイプ支柱2の取付部21の孔22には、緩衝具23のUボルト55を両側に連結することができ、図1中、左側の端末パイプ支柱2の右側に中間パイプ支柱3を設けることができる。 Therefore, when using the shock absorber 23 that requires the tightening force of the fastener 39 as described above, before attaching the rope member 4 to the support columns 2 and 3 in a flat place in the factory or the field, The rope member 4 can be gripped by the box 31 and the pressing tool 33, and the frictional force can be easily set. After gripping both ends of the rope member 4 with the box 31 and the pressing tool 33 in this way, the U bolt 40 is inserted into the hole 22, and the box 31 and the pressing tool 33 are attached to the U bolt 40, and the terminal The end of the rope material 4 is attached to the pipe struts 2 and 2, and the rope material 4 is inserted from the side into the insertion receiving portion 73 of the intermediate pipe strut 3 in the middle of the rope material 4. By closing the insertion receiving portion 73 with the nuts 77 and 77A, the rope material 4 can be provided in multiple stages. As shown in FIG. 8, U-bolts 55 of shock absorbers 23 can be connected to both sides of the holes 22 of the attachment portion 21 of the terminal pipe strut 2, and the terminal pipe strut 2 on the left side in FIG. An intermediate pipe strut 3 can be provided on the right side of.

尚、図中81はロープ材4に金網5を取り付ける取付部材であり、この取付部材81にはコイルが用いられ、このコイルに横ロープ材4を挿通し、コイルを回転して金網5に係止している。 In the figure, reference numeral 81 denotes an attachment member for attaching the wire mesh 5 to the rope member 4. A coil is used for the attachment member 81. The horizontal rope member 4 is inserted into this coil, and the coil is rotated to engage with the wire mesh 5. It has stopped.

また、前記支柱2,3の上部前側には、取付部82が設けられ、この取付部82の孔に、控えロープ材83を把持した緩衝具23のUボルト40が連結され、前記控えロープ材83の先端は、前方の斜面Sにロックポルト84により連結されている。 Further, a mounting portion 82 is provided on the upper front side of the support columns 2 and 3, and a U-bolt 40 of the shock absorber 23 holding the storage rope material 83 is connected to a hole of the installation portion 82, so that the storage rope material The tip of 83 is connected to the front slope S by a lock port 84.

このように本実施例では、請求項1に対応して、間隔を置いて支柱2,3,3,2を立設し、これら支柱間2,3,3,2に上下に間隔をおいてロープ材4,4を架設し、ロープ材4の途中を、支柱3,3に設けた係合部71に係合した防護柵において、係合部71は、上下の係合部材72,72と、これら上下の係合部材72,72により形成されロープ材4を長さ交差方向から挿入可能な挿入受け部73と、この挿入受け部73を開閉する開閉手段たるボルト76とを備えるから、開いた状態の挿入受け部73に、ロープ材4を長さ方向と交差する方向から挿入することができ、ロープ材4の先端を孔などに挿通する必要がなく、ロープ材4の途中を中間の支柱3,3に簡便に係合することができる。したがって、ロープ材4の両端側の取付作業も容易に行うことができる。 In this way, in this embodiment, in correspondence with claim 1, the columns 2, 3, 3, and 2 are erected at intervals, and the columns 2, 3, 3, and 2 are spaced vertically. In the protective fence in which the rope members 4 and 4 are installed and the rope member 4 is engaged with the engaging portion 71 provided on the support columns 3 and 3 in the middle of the rope member 4, the engaging portion 71 includes the upper and lower engaging members 72 and 72. Since it includes an insertion receiving portion 73 formed by these upper and lower engaging members 72, 72 and capable of inserting the rope member 4 from the length crossing direction, and a bolt 76 serving as an opening / closing means for opening and closing the insertion receiving portion 73, it is opened. The rope member 4 can be inserted into the insertion receiving portion 73 in a state where the rope member 4 intersects the length direction, and it is not necessary to insert the tip of the rope member 4 into a hole or the like. It can be easily engaged with the columns 3 and 3. Therefore, the attachment work of the both ends of the rope material 4 can also be performed easily.

また、このように本実施例では、請求項2に対応して、ロープ材4の両端側を緩衝具23により摺動可能に把持すると共に、両端側の緩衝具23,23を支柱2,2に取り付けたから、端末の支柱2,2に取り付ける前に、ロープ材4の両端側に緩衝具23,23を取り付けることができるため、工場や現場の平らな地面などの作業に適した場所で緩衝具23を取り付けることができ、作業性が向上する。特に、締付力などの調整・設定が必要な緩衝具23を用いた防護柵においては、ロープ材4の取付作業性を向上できる。 In this way, in this embodiment, corresponding to claim 2, both ends of the rope member 4 are slidably held by the shock absorber 23, and the shock absorbers 23, 23 on both ends are supported by the support columns 2, 2. Since the shock absorbers 23 and 23 can be attached to both ends of the rope material 4 before being attached to the support columns 2 and 2 of the terminal, the shock absorbers 23 and 23 can be buffered at a place suitable for work such as a flat ground in a factory or the field. The tool 23 can be attached, and workability is improved. In particular, the workability of attaching the rope member 4 can be improved in the protective fence using the buffer 23 that requires adjustment and setting of the tightening force and the like.

また、このように本実施例では、請求項3に対応して、上下の係合部材72,72の挿入受け部73側である外周面72G,72Gは湾曲状に形成されているから、落石や雪崩等の衝撃がロープ材4に加わっても、ロープ材4は係合部材72,72の湾曲状の部分である外周面72G,72Gに当接するため、係合部71において、ロープ材4に応力が集中することを抑制できる。 Further, in this embodiment, corresponding to claim 3, the outer peripheral surfaces 72G and 72G on the insertion receiving portion 73 side of the upper and lower engaging members 72 and 72 are formed in a curved shape. Even when an impact such as avalanche or avalanche is applied to the rope member 4, the rope member 4 abuts against the outer peripheral surfaces 72G and 72G which are curved portions of the engaging members 72 and 72. It is possible to suppress the concentration of stress on the surface.

また、このように本実施例では、請求項4に対応して、係合部材72,72は鋼材からなり、その先端は、挿入受け部73に挿入したロープ材4より外側に位置するから、支柱3の係合部71に落石などが衝突しても、落石がロープ材4に直接衝突することがない。 In this way, in this embodiment, corresponding to claim 4, the engaging members 72, 72 are made of steel, and the tip thereof is located outside the rope member 4 inserted into the insertion receiving portion 73. Even if a falling rock collides with the engaging portion 71 of the support column 3, the falling rock does not directly collide with the rope material 4.

また、このように本実施例では、請求項5に対応して、間隔を置いて支柱2,3,3,2を立設し、これら支柱2,3,3,2間に上下に間隔をおいてロープ材4,4を架設し、ロープ材4の途中を、支柱3に設けた係合部71に係合し、ロープ材4の両端側を、支柱2,2に設ける緩衝具23,23により摺動可能に把持する防護柵の施工方法において、ロープ材4の両端部を緩衝具23の把持体たる箱体31及び押圧具33により把持した後、緩衝具23を支柱2に設けると共に、ロープ材4の途中を係合部71に係合するから、端末の支柱2に取り付ける前に、ロープ材4の両端側に緩衝具23を取り付けることができるため、工場や現場の平らな地面などの作業に適した場所で緩衝具23を取り付けることができ、ロープ材4の取付作業性が向上する。 In this way, in this embodiment, corresponding to claim 5, the support columns 2, 3, 3, 2 are erected at intervals, and the support columns 2, 3, 3, 2 are spaced vertically. The rope members 4 and 4 are erected, the middle of the rope member 4 is engaged with the engaging portion 71 provided on the support column 3, and both ends of the rope member 4 are provided with the shock absorbers 23 provided on the support columns 2 and 2, In the construction method of the protective fence gripped slidably by 23, both ends of the rope material 4 are gripped by the box 31 and the pressing tool 33 as the gripping body of the shock absorber 23, and then the shock absorber 23 is provided on the column 2 Since the middle part of the rope member 4 is engaged with the engaging portion 71, the shock absorbers 23 can be attached to both ends of the rope member 4 before being attached to the support column 2 of the terminal. The shock absorber 23 can be attached at a place suitable for the work such as, and the attachment workability of the rope member 4 is improved.

また、このように本実施例では、請求項6に対応して、係合部71に、ロープ材4を長さ交差方向から挿入するから、ロープ材4の途中を中間の支柱に簡便に係合することができる。 In this way, in this embodiment, the rope material 4 is inserted into the engaging portion 71 from the length crossing direction in correspondence with the sixth aspect, so that the middle of the rope material 4 can be easily engaged with the intermediate strut. Can be combined.

また、実施例上の効果として、端末の支柱2には、緩衝具23,23を両側に連結可能な孔22を設けたから、片側のみに緩衝具23を連結する端末支柱2(図1の右側)と、両側に緩衝具23,23を連結する両端の端末支柱2(図1の左側)とのパイプ部分を同一構造として兼用することができる。 Further, as an effect on the embodiment, since the terminal support column 2 is provided with the holes 22 capable of connecting the shock absorbers 23, 23 on both sides, the terminal support column 2 that connects the shock absorber 23 only on one side (the right side in FIG. 1). ) And the terminal struts 2 (left side in FIG. 1) at both ends connecting the shock absorbers 23, 23 on both sides can be used as the same structure.

また、各支柱2,3,3,2の上部を連結杆6で連結することによって、各支柱2,3,3,2の連結強度を高めることができ、さらに、隣合う支柱2,3又は支柱3,3とこれらを連結する連結杆6からなる門形構造において、支柱2,3,3,2の間に連結杆6を設けることにより、門形構造の強度が向上するから、支柱2,3,3,2間隔を広く設定することができ、支柱2,3,3,2の植設作業が容易となる。また、門形構造による強度向上により、支柱2,3の直径寸法を抑えることができ、コンクリート基礎7も小型で済む。このように、新設・既設のいずれの場合においても、支柱2,3に関わる施工を簡略化することができる。 Further, by connecting the upper portions of the support columns 2, 3, 3, and 2 with the connecting rod 6, the connection strength of the support columns 2, 3, 3, and 2 can be increased. In the portal structure comprising the columns 3 and 3 and the connecting rod 6 connecting them, the strength of the portal structure is improved by providing the connecting rod 6 between the columns 2, 3, 3 and 2, so that the column 2 , 3, 3, 2 can be set wide, and the support work of the columns 2, 3, 3, 2 is facilitated. Further, the strength improvement by the portal structure allows the diameters of the columns 2 and 3 to be suppressed, and the concrete foundation 7 is also small. As described above, in both cases of new installation and existing installation, construction relating to the columns 2 and 3 can be simplified.

また、連結杆6の端部6Aを支柱2,3に前後方向回動可能で且つ上下方向回動可能に連結する回動連結機構12,13を備えるから、各支柱2,3に対して連結杆6が前後方向及び上下方向に回動可能に連結されているので、各支柱2,3と連結杆6の連結部分で防護柵1に加わる落石あるいは雪崩など加わる衝撃を吸収して支柱2,3の損壊を抑制することができる。 In addition, since the end 6A of the connecting rod 6 is provided with the rotation connecting mechanisms 12 and 13 for connecting the end 6A to the support columns 2 and 3 so as to be able to rotate in the front-rear direction and to be able to rotate in the up-and-down direction. Since the eaves 6 are pivotably connected in the front-rear direction and the up-down direction, the struts 2, 3 and the connection eaves 6 absorb the shocks such as falling rocks or avalanches applied to the protective fence 1 at the connecting portions of the support posts 2, 3 damage can be suppressed.

また、連結杆6が内部に充填材たる無収縮モルタル11を充填した充填鋼管であり、回動連結機構12,13は、6連結杆の端部6Aを挿入連結する連結外筒部15を有するから、連結杆6に充填鋼管を用いることにより、優れた変形性能が得られ、衝撃吸収能力が向上し、また、回動連結機構12,13は連結外筒部15を有するから、この連結外筒部15を支柱2,3に回動可能に連結し、この連結外筒部15に連結杆6の端部を挿入して連結したり、連結外筒部18に連結杆6の端部を挿入配置してから連結外筒部15を支柱2,3に連結すればよく、支柱2,3への連結杆6の連結作業を容易に行うことができる。 Further, the connecting rod 6 is a filled steel pipe filled with a non-shrink mortar 11 as a filling material, and the rotation connecting mechanisms 12 and 13 have a connecting outer cylinder portion 15 for inserting and connecting the end portion 6A of the six connecting rods. Therefore, by using a filled steel pipe for the connecting rod 6, excellent deformation performance can be obtained, the shock absorbing capacity can be improved, and the rotary connecting mechanisms 12, 13 have a connecting outer cylinder portion 15. The cylindrical portion 15 is connected to the support columns 2 and 3 so as to be rotatable, and the end of the connecting rod 6 is inserted into the connecting outer cylindrical portion 15 to be connected, or the end of the connecting rod 6 is connected to the connecting outer cylindrical portion 18. The connecting outer cylinder portion 15 may be connected to the columns 2 and 3 after the insertion and arrangement, and the connecting operation of the connecting rod 6 to the columns 2 and 3 can be easily performed.

また、支柱2,3は、断面円形の鋼管110の内部にセメントを混合した充填材たる無収縮モルタル11を充填した充填鋼管であり、鋼管110の内部に、断面三角形の補強体8を内接して設けると共に、補強体8の2つの頂点を鋼管110の引張領域側に配置し、鋼管110の内部に、長さ方向の鉄筋10を複数設けると共に、これら複数の鉄筋10を鋼管110の引張領域側に設けたから、鋼管110内部の補強体8により、断面において内部のセメント混合物が拘束され、圧縮応力が向上し、引張領域側に補強体8の2つ頂点を連結するリブ111があるため、これが曲げにより生じる引張力に抗して引張領域側の引張応力が向上し、荷重に対する応力を効果的に向上することができる。また、鋼管110内部の引張領域側に設けた鉄筋10が、曲げにより生じる引張力に抗して引張領域側の引張応力が向上し、荷重に対する応力を向上することができ、複数の引張領域側の鉄筋10はセメント混合材に密着して設けるものであって、プレストレスを導入する鋼材に比べて安価なもので済み、対費用効果に優れたものとなる。 The columns 2 and 3 are filled steel pipes filled with non-shrink mortar 11 as a filler mixed with cement inside a circular steel pipe 110 having a circular cross section. A reinforcing body 8 having a triangular cross section is inscribed inside the steel pipe 110. The two vertices of the reinforcing body 8 are arranged on the tensile region side of the steel pipe 110, and a plurality of longitudinal reinforcing bars 10 are provided inside the steel pipe 110, and the plurality of reinforcing bars 10 are arranged in the tensile region of the steel pipe 110. Since the reinforcing body 8 in the steel pipe 110 constrains the cement mixture in the cross section, the compressive stress is improved, and there is a rib 111 that connects the two vertices of the reinforcing body 8 on the tensile region side. This improves the tensile stress on the tensile region side against the tensile force generated by bending, and can effectively improve the stress with respect to the load. In addition, the reinforcing bar 10 provided on the tensile region side inside the steel pipe 110 improves the tensile stress on the tensile region side against the tensile force generated by bending, and can improve the stress against the load. The rebar 10 is provided in close contact with the cement mixed material, which is cheaper than the steel material to which prestress is introduced, and is cost-effective.

また、実施例上の効果として、各パイプ支柱2,3は、地中に建て込まれる部分が内設する補強体8及び鉄筋10によって補強され、かつ、各パイプ支柱2,3の内部にモルタル11を充填することによって、各パイプ支柱2,3の剛性及び強度も向上する。また、各パイプ支柱2,3に内設した三角形状の補強体8は、その一側面が各パイプ支柱2,3列の並び方向と平行に向くから、コンクリートなどの基礎7に建て込まれるので、防護壁1に落石あるいは雪崩などの衝撃が加わった際、各パイプ支柱2,3の曲げ応力及び剪断応力を高めることができる。この結果、各パイプ支柱2,3の剛性及び強度が一層、向上する。これと共に、各パイプ支柱2,3の上端部を連結杆6によって相互に連結することによって、各パイプ支柱2,3の連結強度も向上する。しかも、各パイプ支柱2,3を相互に連結するための連結杆6の内部にもモルタル11が充填され、防護壁1に衝撃が加わっても、容易に折れ曲がることもない。また、各パイプ支柱2,3と、これを連結する連結杆6とは回動連結機構12,13によって結合することによって、各パイプ支柱2,3と連結杆6とは溶接などのよって剛的に固定されていないので、各パイプ支柱2,3と連結杆6の回動連結機構12,13で防護壁1が受ける衝撃を、吸収することができる。 Further, as an effect of the embodiment, the pipe struts 2 and 3 are reinforced by the reinforcing bodies 8 and the reinforcing bars 10 provided in the portions to be built in the ground, and the mortar is provided inside the pipe struts 2 and 3. By filling 11, the rigidity and strength of the pipe struts 2 and 3 are also improved. In addition, the triangular reinforcing body 8 provided in each pipe support 2 and 3 is built on the foundation 7 such as concrete because one side surface thereof is parallel to the direction in which the pipe support 2 and 3 rows are arranged. When an impact such as falling rocks or avalanches is applied to the protective wall 1, the bending stress and the shearing stress of each pipe support 2 and 3 can be increased. As a result, the rigidity and strength of the pipe struts 2 and 3 are further improved. At the same time, the connection strength of the pipe struts 2 and 3 is improved by connecting the upper ends of the pipe struts 2 and 3 with the connecting rod 6. Moreover, the inside of the connecting rod 6 for connecting the pipe struts 2 and 3 to each other is also filled with the mortar 11, and even if an impact is applied to the protective wall 1, it will not be easily bent. Further, the pipe struts 2 and 3 and the connecting rod 6 connecting them are connected by the rotating connecting mechanisms 12 and 13, so that the pipe struts 2 and 3 and the connecting rod 6 are rigid by welding or the like. Therefore, it is possible to absorb the impact received by the protective wall 1 by the rotary connecting mechanisms 12 and 13 of the pipe struts 2 and 3 and the connecting rod 6.

以上、本発明の実施例について詳述したが、本発明は、前記実施例に限定されるものではなく、本発明の要旨の範囲内で種々の変形実施が可能である。例えば、開閉手段は、実施例で示したボルト以外でも、蓋状のものなど各種のものを用いることができる。また、緩衝具は、摺動可能に把持するものであれば、各種のものを用いることができる。さらに、充填材はモルタル以外にも各種のものを用いることができるが、そのモルタルやコンクリートなどセメントを混合してセメント系の充填材を用いることが好ましい。 As mentioned above, although the Example of this invention was explained in full detail, this invention is not limited to the said Example, A various deformation | transformation implementation is possible within the range of the summary of this invention. For example, as the opening / closing means, various types such as a lid can be used other than the bolts shown in the embodiments. In addition, various types of shock absorbers can be used as long as they are slidably gripped. In addition to mortar, various types of fillers can be used, but it is preferable to use cement-based fillers by mixing cement such as mortar and concrete.

本発明の実施例を示す係合部の図面であり、図1(A)は側面図、図1(B)は平面図である。It is drawing of the engaging part which shows the Example of this invention, FIG. 1 (A) is a side view, FIG.1 (B) is a top view. 同上、係合部の正面図である。It is a front view of an engaging part same as the above. 同上、防護柵の正面図である。It is a front view of a protection fence same as the above. 同上、平面図である。It is a top view same as the above. 同上、側面図である。It is a side view same as the above. 同上、端末支柱の要部の側面図である。It is a side view of the principal part of a terminal support | pillar same as the above. 同上、中間支柱の要部の側面図である。It is a side view of the principal part of an intermediate | middle support | pillar same as the above. 同上、端末支柱の断面図である。It is sectional drawing of a terminal support | pillar same as the above. 同上、防護柵の要部の正面図である。It is a front view of the principal part of a protection fence same as the above. 同上、防護柵の要部の平面図である。It is a top view of the principal part of a protection fence same as the above. 同上、緩衝具の要部の図面であり、図11(A)は正面図、図11(B)は側面図である。It is drawing of the principal part of a shock absorber same as the above, FIG. 11 (A) is a front view, FIG. 11 (B) is a side view. 同上、緩衝具の要部の断面図である。It is sectional drawing of the principal part of a shock absorber same as the above. 同上、分散維持装置の図面であり、図13(A)は側面図、図13(B)は正面図である。It is drawing of a dispersion | distribution maintenance apparatus same as the above, FIG. 13 (A) is a side view, FIG.13 (B) is a front view. 同上、分散維持装置の要部の断面図である。It is sectional drawing of the principal part of a dispersion | distribution maintenance apparatus same as the above. 同上、分散維持装置の外リングを示し、図15(A)は側面図、図15(B)は平面図である。FIG. 15A is a side view and FIG. 15B is a plan view showing the outer ring of the dispersion maintaining device. 同上、分散維持装置の連結プレートを示し、図16(A)は側面図、図16(B)は平面図である。FIG. 16A is a side view, and FIG. 16B is a plan view, showing the connection plate of the dispersion maintaining device.

1 防護柵
2 端末パイプ支柱(端末支柱)
3 中間パイプ支柱(中間支柱)
4 ロープ材
5 金網
23 緩衝具
71 係合部
72 係合部材
72G 外周面
73 挿入受け部
76 ボルト(開閉部材)
1 Guard fence 2 Terminal pipe support (terminal support)
3 Intermediate pipe support (intermediate support)
4 Rope material 5 Wire mesh
23 Shock absorber
71 Engagement part
72 Engagement member
72G outer peripheral surface
73 Insertion receiving part
76 Bolt (Opening / closing member)

Claims (2)

間隔を置いて支柱を立設し、これら支柱間に上下に間隔をおいてロープ材を架設し、前記ロープ材の途中前記支柱に設けた係合部に係合し、前記ロープ材の両端側を緩衝具により摺動可能に把持すると共に、前記両端側の緩衝具を前記支柱に取り付けた防護柵において、
前記係合部は、上下の係合部材と、これら上下の係合部材により形成され前記ロープ材を長さ交差方向から挿入可能な挿入受け部と、この挿入受け部を開閉する開閉手段とを備え
前記上下の係合部材の前記挿入受け部側は湾曲状に形成され、上の係合部材の先端上部及び下の係合部材の先端下部に切欠き段部が形成されていることを特徴とする防護柵。
Struts are erected at intervals, a rope member is erected between the struts in the vertical direction, and the middle of the rope member is engaged with an engaging portion provided on the strut, and both ends of the rope member In the protective fence in which the side is slidably gripped by a shock absorber and the shock absorbers on both ends are attached to the support column ,
The engaging portion includes an upper and lower engaging member, an insertion receiving portion formed by these upper and lower engaging members and capable of inserting the rope material from a length crossing direction, and an opening / closing means for opening and closing the insertion receiving portion. Prepared ,
The insertion receiving portion side of the upper and lower engaging members is formed in a curved shape, and a notch step is formed at the upper end of the upper engaging member and the lower end of the lower engaging member. Protective fence.
間隔を置いて支柱を立設し、これら支柱間に上下に間隔をおいてロープ材を架設し、前記ロープ材の途中前記支柱に設けた係合部に係合し、前記ロープ材の両端側前記支柱に設ける緩衝具により摺動可能に把持する防護柵の施工方法において、
前記ロープ材の両端部を前記緩衝具により把持した後、前記緩衝具を支柱に設けると共に、前記ロープ材の途中を長さ交差方向から前記係合部に挿入し、上の係合部材の先端上部及び下の係合部材の先端下部に設けられた切欠き段部の孔にボルトを挿通して前記ロープ材を係合することを特徴とする防護柵の施工方法。
Struts are erected at intervals, a rope member is erected between the struts in the vertical direction, and the middle of the rope member is engaged with an engaging portion provided on the strut, and both ends of the rope member In the construction method of the protective fence that slidably grips the side with the shock absorber provided on the column,
After gripping both ends of the rope material with the shock absorber, the shock absorber is provided on the column, and the middle of the rope material is inserted into the engagement portion from the length crossing direction, and the tip of the upper engagement member A method for constructing a protective fence, wherein a bolt is inserted into a hole in a notch step provided at the lower end of the upper and lower engaging members to engage the rope member .
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7481232B2 (en) 2020-11-17 2024-05-10 日鉄神鋼建材株式会社 Intermediate posts for rockfall prevention fences and rockfall prevention fences

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4590485B1 (en) * 2009-11-26 2010-12-01 株式会社プロテックエンジニアリング Shock absorber for protective fence network
JP6644975B2 (en) * 2017-04-11 2020-02-12 株式会社ライテク Protective fence
JP6488497B1 (en) * 2018-09-28 2019-03-27 前田工繊株式会社 Reinforcement / re-flush structure of windproof snow fence and windproof snow fence

Citations (3)

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Publication number Priority date Publication date Assignee Title
JPS5961318U (en) * 1982-10-15 1984-04-21 日本鋼管ライトスチ−ル株式会社 Guard cable mounting structure
JP2003129425A (en) * 2002-09-27 2003-05-08 Civil:Kk Pocket-type falling rock preventive method
JP2005083191A (en) * 2003-09-10 2005-03-31 Fatzer Ag Catch net particularly for rock fall prevention

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5961318U (en) * 1982-10-15 1984-04-21 日本鋼管ライトスチ−ル株式会社 Guard cable mounting structure
JP2003129425A (en) * 2002-09-27 2003-05-08 Civil:Kk Pocket-type falling rock preventive method
JP2005083191A (en) * 2003-09-10 2005-03-31 Fatzer Ag Catch net particularly for rock fall prevention

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7481232B2 (en) 2020-11-17 2024-05-10 日鉄神鋼建材株式会社 Intermediate posts for rockfall prevention fences and rockfall prevention fences
JP7546183B2 (en) 2020-11-17 2024-09-05 日鉄神鋼建材株式会社 Intermediate posts for rockfall prevention fences and rockfall prevention fences

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