JP2005188031A - Strut for protective fence - Google Patents

Strut for protective fence Download PDF

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JP2005188031A
JP2005188031A JP2003427011A JP2003427011A JP2005188031A JP 2005188031 A JP2005188031 A JP 2005188031A JP 2003427011 A JP2003427011 A JP 2003427011A JP 2003427011 A JP2003427011 A JP 2003427011A JP 2005188031 A JP2005188031 A JP 2005188031A
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support
notch
shape
fence post
reinforcing plate
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Satoshi Kaji
聡 梶
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Nippon Steel Metal Products Co Ltd
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Nippon Steel Metal Products Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a strut for a protective fence capable of securely absorbing impact force by the collision of a vehicle and having excellent economic efficiency, workability, and aesthetic appearance by improving the structure of the struct, more specifically by forming a portion buckling in advance in the strut beforehand in vertically installing the strut of such a type that is formed of a hollow member with closed section such as a round metal tube and a square metal tube on a base plate fixed to a concrete foundation. <P>SOLUTION: This strut 1 for the protective fence is vertically installed on the base plate 2 fixed to the concrete foundation and absorbs the impact force caused by the collision of the vehicle. The strut 1 is formed of the hollow member with closed section. A cutout shaped opening 1a is formed at the lower portion thereof on the opposite side of a roadway as viewed from the side of the vehicle. A reinforcement plate 3 is installed at the opening 1a formed in the cutout shape. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

この発明は、車道と歩道の境界などに沿って設置される防護柵の技術分野に属し、更に言えば、車両の衝突による衝撃力を吸収し、乗員の安全性を図る防護柵用支柱に関する。   The present invention belongs to the technical field of a protective fence installed along the boundary between a roadway and a sidewalk, and more specifically, relates to a protective fence post that absorbs an impact force caused by a vehicle collision and enhances the safety of an occupant.

従来、道路用、橋梁用などの防護柵に関しては、車両の衝突による衝撃力を吸収して事故の被害をできるだけ小さく抑え、乗員等の安全性を図るべく、防護柵用支柱(以下、適宜「支柱」と略称する)の構造等について種々の工夫が行われてきた(例えば、特許文献1〜8参照)。   Conventionally, with respect to protective fences for roads, bridges, etc., in order to minimize the damage of accidents by absorbing the impact force caused by the collision of vehicles and to protect the safety of passengers (hereinafter referred to as “ Various ideas have been made on the structure of the column (abbreviated as “post”) (see, for example, Patent Documents 1 to 8).

支柱の立設方法については、支柱をコンクリート基盤に固定されるベースプレート上に立設するベースプレートタイプ(例えば、特許文献1〜7参照)と、支柱を地盤中に埋設して立設する従来の埋め込みタイプ(例えば、特許文献8参照)がある。 As for the standing method of the column, there is a base plate type (see, for example, Patent Documents 1 to 7) where the column is erected on the base plate fixed to the concrete base, and a conventional embedding where the column is embedded in the ground. There are types (see, for example, Patent Document 8).

支柱の構造は、大別して、丸形金属管や角形金属管などの閉鎖断面の中空部材で実施するタイプ(例えば、特許文献1、2参照)と、フランジとウエブとで横断面をほぼH形又はI形に形成して実施するタイプ(例えば、特許文献3〜7参照)とがある。   The structure of the support is roughly divided into a type implemented by a hollow member having a closed cross section such as a round metal tube or a square metal tube (for example, see Patent Documents 1 and 2), and a flange and a web having a substantially H-shaped cross section. Alternatively, there is a type (see, for example, Patent Documents 3 to 7) formed into an I shape.

しかしながら、前者のタイプの支柱を使用したベースプレートタイプは、単にそのままの構造で実施すると、その閉鎖断面構造の特性上、図9に示したように、車両の衝突による衝撃力Pに対して伸張する部分がないので座屈することなく支柱aの溶接部bが破断し、車両の衝突による衝撃力を吸収できない。   However, if the base plate type using the former type of support is simply implemented as it is, it will stretch against the impact force P due to the collision of the vehicle as shown in FIG. Since there is no portion, the welded portion b of the support column a breaks without buckling, and the impact force due to the collision of the vehicle cannot be absorbed.

そこで、前者のタイプの支柱、即ち丸形金属管や角形金属管などの閉鎖断面の中空部材で実施するタイプの支柱を、車両の衝突による衝撃力を吸収できる構造とするべく、支柱の構造に工夫を施した技術が開発されている(例えば、特許文献1、2参照)。   Therefore, in order to make the former type of column, that is, a column of a type implemented with a hollow member having a closed cross section such as a round metal tube or a square metal tube, a structure of the column to absorb the impact force caused by the collision of the vehicle. A devised technique has been developed (see, for example, Patent Documents 1 and 2).

特許文献1に開示された防護柵用支柱は、ベースプレートのほぼ中央に立設され一側が対向する他側に対して厚肉である起立部と、当該起立部の厚肉部の両端からベースプレートに向かって斜め拡大方向に付設される補強リブと、前記起立部に差し込んで下端部を結合する支柱本体とから構成されている(請求の範囲1及び第1図参照)。   The protective fence post disclosed in Patent Document 1 is an upright portion that is erected substantially at the center of the base plate and that is thicker than the other side facing one side, and a base plate from both ends of the thick portion of the upright portion. It is comprised from the reinforcement rib attached in the diagonally enlarged direction toward the above, and the support | pillar main body which inserts in the said standing part and couple | bonds a lower end part (refer Claim 1 and FIG. 1).

この防護柵用支柱によれば、車両の衝突による衝撃力が支柱に作用した場合に、支柱を構成する起立部の薄肉部が伸張して塑性変形するので、塑性エネルギーとして吸収することができ、支柱の破断による車両の車道外への脱落等を防止することができる。   According to this protective fence post, when the impact force due to the collision of the vehicle acts on the post, the thin part of the standing part constituting the post extends and plastically deforms, so it can be absorbed as plastic energy, It is possible to prevent the vehicle from dropping out of the roadway due to the breakage of the column.

特許文献2に開示された防護柵用支柱は、ベースプレートの上面に、ビームなどの柵用材と平行な向きに垂直に固定したセンタースチフナーが設けられ、支柱には、その下端部から垂直上向きに前記センタースチフナーの高さ及び板厚相当幅の切欠部が設けられ、当該切欠部に前記センタースチフナーが嵌め込まれ、両者の接触縁部が溶接により接合されて構成されている(請求項1及び図1参照)。   The protective fence post disclosed in Patent Document 2 is provided with a center stiffener fixed vertically in a direction parallel to the fence material such as a beam on the upper surface of the base plate, and the post is vertically upward from its lower end. A notch having a height corresponding to the height of the center stiffener and a width corresponding to the thickness of the center stiffener is provided, and the center stiffener is fitted into the notch, and the contact edges of both are joined by welding (claims 1 and 1). reference).

この防護柵用支柱によれば、車両の衝突による衝撃力が支柱に作用した場合に、前記特許文献2に係る図4に示したように、前記センタースチフナーの曲げに伴う弾塑性エネルギーとして吸収することができ、支柱の破断による車両の車道外への脱落等を防止することができる。   According to this protective fence support, when an impact force caused by a vehicle collision is applied to the support, it is absorbed as elastoplastic energy accompanying the bending of the center stiffener, as shown in FIG. It is possible to prevent the vehicle from falling off the roadway due to the breakage of the support column.

実公平3−51487号公報Japanese Utility Model Publication No. 3-51487 特開平11−117245号公報JP-A-11-117245 実公昭60−331号公報Japanese Utility Model Publication No. 60-331 実開平61−121216号公報Japanese Utility Model Publication No. 61-121216. 実公平6−11969号公報Japanese Utility Model Publication 6-11969 実公平6−11969号公報Japanese Utility Model Publication 6-11969 特開2001−234515号公報JP 2001-234515 A 特公昭42−6707号公報Japanese Patent Publication No.42-6707

上記特許文献1に開示された防護柵用支柱は、前記起立部を、その肉厚を薄肉部と厚肉部とに区別して構造設計し、且つ加工しなければならないことに加え、補強リブを必須の構成要素とするのでコストが嵩み不経済であった。また、現場で施工する部材点数が多いので作業性が悪く大変煩しかった。   In the guard fence post disclosed in Patent Document 1, the upright portion must be structurally designed and processed by distinguishing the wall thickness from the thin wall portion and the thick wall portion. Since it is an indispensable component, the cost increases and it is uneconomical. In addition, since the number of members to be constructed on site is large, workability is poor and it is very troublesome.

上記特許文献2に開示された防護柵用支柱は、シンプルな構造で部材点数もさほど多くはなく、前記問題点は見あたらない。しかしながら、前記センタースチフナーが支柱から突き出ているので景観性の点で改良の余地が認められる。また、前記センタースチフナーと支柱の下端部との接触縁部の溶接に工夫を施す必要があるので作業性の点で改良の余地が認められる。   The protective fence support disclosed in Patent Document 2 has a simple structure and a small number of members, and the above-mentioned problems are not found. However, since the center stiffener protrudes from the support, there is room for improvement in terms of landscape. Moreover, since it is necessary to devise the welding of the contact edge portion between the center stiffener and the lower end portion of the support column, there is room for improvement in terms of workability.

本発明の目的は、丸形金属管や角形金属管などの閉鎖断面の中空部材で実施するタイプの支柱を、コンクリート基盤に固定されるベースプレート上に立設して実施するにあたり、当該支柱の構造に工夫を施すことにより、更に言えば、先行して座屈する部分を予め支柱に設けることにより、車両の衝突による衝撃力を確実に吸収できることは勿論、経済性及び作業性並びに景観性に非常に優れた防護柵用支柱を提供することである。   An object of the present invention is to provide a structure of a supporting column when a supporting column of a type implemented by a hollow member having a closed cross section such as a round metal tube or a rectangular metal tube is erected on a base plate fixed to a concrete base. In addition, it is possible to absorb the impact force due to the collision of the vehicle surely by providing the buckling part in advance in the column in advance, and it is very economical and workability and landscape. It is to provide excellent guard fence posts.

上記従来技術の課題を解決するための手段として、請求項1に記載した発明に係る防護柵用支柱は、図1〜図3に示したように、
コンクリート基盤に固定されるベースプレート2上に立てられ、車両の衝突による衝撃力を吸収する防護柵用支柱1であって、
前記支柱1は閉鎖断面の中空部材であり、車道と反対側の下方部位に、側面方向に見て切欠き形状の開口部1aが形成されていること、
前記切欠き形状の開口部1aには、補強プレート3が取り付けられていることを特徴とする。
As means for solving the problems of the prior art, the protective fence support according to the invention described in claim 1 is as shown in FIGS.
A support fence post 1 that stands on a base plate 2 fixed to a concrete base and absorbs an impact force caused by a vehicle collision,
The support column 1 is a hollow member having a closed cross section, and a notch-shaped opening 1a is formed in a lower portion on the opposite side of the roadway as viewed in the side surface direction.
A reinforcing plate 3 is attached to the notched opening 1a.

請求項2に記載した発明は、請求項1に記載した防護柵用支柱において、支柱1は、角形金属管又は丸形金属管であることを特徴とする。   The invention described in claim 2 is the guard fence support described in claim 1, characterized in that the support 1 is a square metal tube or a round metal tube.

請求項3に記載した発明は、請求項1又は2に記載した防護柵用支柱において、切欠き形状の開口部1aは、側面方向に見て、車道とは反対側へ向かって幅広のV字形状又はU字形状に形成されていることを特徴とする。   According to a third aspect of the present invention, in the guard fence support according to the first or second aspect, the notch-shaped opening 1a has a V-shape that is wide toward the side opposite to the roadway when viewed in the lateral direction. It is formed in a shape or a U-shape.

請求項4に記載した発明は、請求項1〜3のいずれか一に記載した防護柵用支柱において、切欠き形状の開口部1aは、ベースプレート2から上方に向かって、支柱1の全高の1/5〜1/3程度の部位に形成されていることを特徴とする。   According to a fourth aspect of the present invention, in the guard fence post according to any one of the first to third aspects, the notch-shaped opening 1a is formed at a height of 1 of the total height of the post 1 from the base plate 2 upward. It is characterized by being formed in a portion of about / 5 to 1/3.

請求項5に記載した発明は、請求項1〜4のいずれか一に記載した防護柵用支柱におい
て、補強プレート3は、切欠き形状の開口部1aの縁部に沿う形状に成形されていることを特徴とする。
According to a fifth aspect of the present invention, in the guard fence support according to any one of the first to fourth aspects, the reinforcing plate 3 is formed in a shape along the edge of the notch-shaped opening 1a. It is characterized by that.

請求項6に記載した発明は、請求項1〜5のいずれか一に記載した防護柵用支柱におい
て、補強プレート3は、V字形状材又はU字形状材であることを特徴とする。
According to a sixth aspect of the present invention, in the guard fence support according to any one of the first to fifth aspects, the reinforcing plate 3 is a V-shaped material or a U-shaped material.

請求項7に記載した発明は、請求項1〜6のいずれか一に記載した防護柵用支柱において、補強プレート3は、その外周縁部を湾曲状に形成されていることを特徴とする。   The invention described in claim 7 is characterized in that, in the guard fence support according to any one of claims 1 to 6, the reinforcing plate 3 is formed with a curved outer peripheral edge.

請求項8に記載した発明は、請求項1〜7のいずれか一に記載した防護柵用支柱において、補強プレート3は、平面方向に見て、支柱1の外周形状に収まる大きさとされていることを特徴とする。   The invention described in claim 8 is the protective fence support according to any one of claims 1 to 7, wherein the reinforcing plate 3 is sized to fit in the outer peripheral shape of the support 1 when viewed in the planar direction. It is characterized by that.

本発明に係る防護柵用支柱によれば、支柱1における車道と反対側の下方部位が座屈し易いように、当該下方部位に切欠き形状の開口部1aを形成し同開口部1aに補強プレート3を取り付けて実施するので、車両の衝突による衝撃力が支柱1に作用すると当該支柱1の下方部位が座屈して前記衝撃力を可及的速やかに吸収することができ、支柱1が破断する虞がない。よって、支柱1の破断による車両の車道外への脱落等を確実に防止することができる。   According to the guard fence support according to the present invention, a notch-shaped opening 1a is formed in the lower part so that the lower part of the support 1 opposite to the roadway is easily buckled, and the reinforcing plate is formed in the opening 1a. 3 is attached, and when an impact force due to a vehicle collision is applied to the support column 1, the lower part of the support column 1 buckles and can absorb the impact force as quickly as possible, and the support column 1 breaks. There is no fear. Therefore, it is possible to reliably prevent the vehicle from falling off the roadway due to the breakage of the support column 1.

前記支柱1は、汎用性のある丸形金属管や角形金属管などの閉鎖断面の中空部材の一部分を切り欠いて、そこに補強プレート3を溶接するだけの構造なので経済的であり、作業性に優れている。また、当該溶接する部位は、車両の衝突による衝撃力が圧縮力として作用する部位なので、高い溶接精度を要求されることもなく、施工性に優れている。   The support column 1 is economical because it has a structure in which a hollow member having a closed cross section such as a general-purpose round metal tube or square metal tube is cut out and a reinforcing plate 3 is welded thereto. Is excellent. Moreover, since the said site | part to weld is a site | part where the impact force by the collision of a vehicle acts as a compressive force, high welding precision is not requested | required and it is excellent in workability.

現場で施工する部材点数を極力少なくして実施することができるので、作業性がよく、経済的である。また、支柱1から外方に突き出る部材などは一切なく、切欠き形状の開口部1aに補強プレート3を設ける部位も下方位置で目立たない箇所なので、景観性に優れている。   Since the number of members to be constructed on site can be reduced as much as possible, workability is good and economical. Moreover, since there is no member which protrudes outward from the support | pillar 1, and the site | part which provides the reinforcement plate 3 in the notch-shaped opening part 1a is a location which is not conspicuous in the downward position, it is excellent in scenery property.

さらに、支柱1のサイズ、及びビーム、パイプ又はワイヤーケーブル等の柵用材の設置位置に対して切欠き形状の開口部1aの切込み深さ・幅(高さ)・形状、及び補強プレート3の形状・板厚などを適切に構造設計することにより、車両の衝突による大小様々な衝撃力を受けても、平均してエネルギー吸収機能が良好に奏される。具体的には、衝突した車を撥ね返したり、逆に支柱1自体が破壊されて防護効果を喪失しまわぬように実施でき、乗員の可及的安全性を図ることができ、二次災害を防ぐことにも貢献する。また、初期剛性も調節することができることから、想定される事故状況に合わせた設計法を容易に実施できる。   Furthermore, the size of the support 1 and the depth and width (height) and shape of the notch-shaped opening 1a with respect to the installation position of the fence material such as a beam, pipe or wire cable, and the shape of the reinforcing plate 3 -By appropriately designing the structure such as the plate thickness, the energy absorption function is excellent on average even when subjected to impacts of various magnitudes due to vehicle collisions. Specifically, it can be carried out in such a way that the car that has collided is repelled, or the prop 1 is destroyed and the protective effect is not lost. It also contributes to prevention. In addition, since the initial stiffness can be adjusted, a design method adapted to the assumed accident situation can be easily implemented.

本発明に係る防護柵用支柱1は、ビーム、パイプ又はワイヤーケーブル等の柵用材(図示省略)を支持してガードレール、ガードパイプ又はガードケーブル等の所謂防護柵を構成し、車両の衝突による衝撃力を吸収するものとして好適に実施される。   The protective fence post 1 according to the present invention supports a fence material (not shown) such as a beam, pipe, or wire cable to form a so-called protective fence such as a guard rail, a guard pipe, or a guard cable. It is preferably implemented as one that absorbs force.

具体的に、請求項1〜8に記載した防護柵用支柱は、丸形金属管や角形金属管などの閉鎖断面の中空部材で実施するタイプの支柱1を、コンクリート基盤に固定されるベースプレート2上に立設して実施するにあたり、車両の衝突による衝撃力を確実に吸収できることは勿論、経済性及び作業性並びに景観性に非常に優れた防護柵用支柱を実現するべく、以下のように実施される。   Specifically, the support fence post according to claims 1 to 8 is a base plate 2 for fixing a support column 1 of a type implemented by a hollow member having a closed cross section such as a round metal tube or a square metal tube to a concrete base. In order to implement a stand-up on the top, it is possible to absorb the impact force caused by the collision of the vehicle without fail, as well as to achieve a protective fence post with excellent economic efficiency, workability and landscape. To be implemented.

図1〜図3は、本発明に係る防護柵用支柱1の構成を示している。この防護柵用支柱1は、地面などに設置したコンクリート基盤に固定されるベースプレート2上に溶接又はボルトなどの固定手段により立設されている。前記支柱1は閉鎖断面の中空部材であり、車道と反対側の下方部位に、図2に示したように、側面方向に見て切欠き形状の開口部1aが形成されている。前記切欠き形状の開口部1aには、補強プレート3が取り付けられている。ちなみに図示例では、前記柵用材を支持するのに好適な形状の受け材4を支柱1の上端部に取り付けて実施しているが、当該受け材4を使用しないで実施することも勿論できる(請求項1記載の発明)。   1-3 has shown the structure of the support | pillar 1 for guard fences which concerns on this invention. This protective fence post 1 is erected on a base plate 2 fixed to a concrete base installed on the ground or the like by fixing means such as welding or bolts. The support column 1 is a hollow member having a closed cross section, and has a notch-shaped opening 1a as viewed in the side direction as shown in FIG. A reinforcing plate 3 is attached to the notched opening 1a. Incidentally, in the illustrated example, the receiving material 4 having a shape suitable for supporting the fence material is attached to the upper end portion of the support column 1, but it is of course possible to carry out the operation without using the receiving material 4 ( (Invention of Claim 1)

前記支柱1は、閉鎖断面の中空部材として、角形鋼管を使用して実施している。なお、当該支柱1の断面構造は角形に限定されず、図7に示したように、丸形でもほぼ同様に実施できる。また、支柱1の材質は鋼管に限定されず、アルミ管(金属管)でもほぼ同様に実施できる。(請求項2記載の発明)。ちなみに図示例の角形鋼管1の大きさは、断面が125mm×125mm×6mm、高さが870mmの寸法で実施されているが、これに限定されないことは勿論である。   The strut 1 is implemented using a square steel pipe as a hollow member having a closed cross section. In addition, the cross-sectional structure of the support column 1 is not limited to a square shape, and as shown in FIG. Moreover, the material of the support | pillar 1 is not limited to a steel pipe, It can implement in substantially the same way also with an aluminum pipe (metal pipe). (Invention of Claim 2). Incidentally, the size of the square steel pipe 1 in the illustrated example is such that the cross section is 125 mm × 125 mm × 6 mm and the height is 870 mm, but it is of course not limited thereto.

前記支柱1に形成した切欠き形状の開口部1aは、側面方向に見て、車道とは反対側へ向かって幅広のV字形状に形成して実施されている。なお、前記開口部1aの形状は、当該支柱1が車両の衝突による衝撃力を良好に吸収して座屈できるような形状であればよく、例えば図8に示したようなU字形状でもほぼ同様に実施できる(請求項3記載の発明)。   The notch-shaped opening 1a formed in the support column 1 is formed so as to have a wide V-shape toward the side opposite to the roadway when viewed in the side surface direction. The shape of the opening 1a may be any shape as long as the support column 1 can buckle by satisfactorily absorbing the impact force caused by the collision of the vehicle. For example, the U-shape shown in FIG. The present invention can be carried out in the same manner (the invention according to claim 3).

前記切欠き形状の開口部1aを形成する高さ位置、及び切込み深さなどの設計寸法は、設定される車両の衝突による衝撃力に対して、当該支柱1が良好に衝撃エネルギーを吸収して座屈するような構造設計に応じて求められている。その結果、図示例の切欠き形状の開口部1aの高さ位置は、前記ベースプレート2から上方に向かって200mm程度の部位に形成されている(請求項4記載の発明)。また、前記開口部1aの設計寸法は、切込み深さが25mmで、幅(高さ)が50mmの当該切込み基部を頂点とする直角二等辺三角形状で実施されている。   The design dimensions such as the height position for forming the notch-shaped opening 1a and the depth of cut are such that the strut 1 absorbs impact energy satisfactorily against the impact force caused by the collision of the vehicle. It is required according to the structural design that buckles. As a result, the height position of the notch-shaped opening 1a in the illustrated example is formed at a site of about 200 mm upward from the base plate 2 (the invention according to claim 4). The design dimensions of the opening 1a are a right-angled isosceles triangle having a cutting depth of 25 mm and a width (height) of 50 mm.

なお、前記切欠き形状の開口部1aを設ける高さ位置、及び切込み深さ・角度などの設計寸法は、前記構造設計に応じてフレキシブルに設計変更可能である。ちなみに、前記切欠き形状の開口部1aの高さ位置は、ベースプレート2から上方に向かって、支柱1の全高の1/5〜1/3程度の部位に形成することが好ましい(請求項4記載の発明)。図示例の設計寸法の他に、支柱1の全高を500mmで実施した場合には、前記ベースプレート2から上方に向かって150mm程度の部位に切欠き開口部1aを形成すると、良好に衝撃エネルギーを吸収することが実施結果から分かっている。   The design position such as the height position at which the notch-shaped opening 1a is provided and the depth and angle of cut can be flexibly changed according to the structural design. Incidentally, the height position of the notch-shaped opening 1a is preferably formed at a portion of about 1/5 to 1/3 of the total height of the support column 1 from the base plate 2 upward (Claim 4). Invention). In addition to the design dimensions of the illustrated example, when the overall height of the support column 1 is 500 mm, the impact energy can be absorbed well if the notched opening 1 a is formed in a portion about 150 mm upward from the base plate 2. It is known from the implementation results.

前記補強プレート3は、前記切欠き形状の開口部1aの縁部に沿う形状に成形して実施することが好ましい(請求項5記載の発明)。前記開口部1aの縁部に沿わない形状で実施できないこともないが、本実施例のように、前記開口部1aを当該開口部1aの縁部に沿う形状の補強プレート3により密閉して実施すると、雨水による水分・塩分などの浸入を一切遮断して前記支柱1の支持強度を恒久的に維持でき、ひいては防護柵の機能を恒久的に損なわないという利点がある。   The reinforcing plate 3 is preferably formed by being formed into a shape along an edge of the notch-shaped opening 1a (the invention according to claim 5). Although it may not be possible to implement in a shape that does not follow the edge of the opening 1a, as in the present embodiment, the opening 1a is sealed with a reinforcing plate 3 that is shaped along the edge of the opening 1a. Then, there is an advantage that the support strength of the support column 1 can be permanently maintained by blocking intrusion of moisture, salt, and the like by rainwater, and the function of the protective fence is not permanently impaired.

よって、本実施例に係る補強プレート3は、41mm×119mmの大きさで、板厚6mmの方形状の鋼製プレートを、前記開口部1aの形状に対応するべくV字形状に折り曲げ成形し、図4に示したように、当該開口部1aに隙間無くきっちり当てがい、全周溶接により固定して実施している。なお、前記補強プレート3は、図8に示したように、切欠き形状の開口部1aを側面方向に見てU字形状で実施する場合は、U字形状に折り曲げ成形して実施することが好ましい(請求項6記載の発明)。   Therefore, the reinforcing plate 3 according to the present embodiment is formed by bending a square steel plate having a size of 41 mm × 119 mm and a thickness of 6 mm into a V shape so as to correspond to the shape of the opening 1a, As shown in FIG. 4, the opening 1 a is tightly placed without any gap and is fixed by all-around welding. As shown in FIG. 8, the reinforcing plate 3 may be bent and formed into a U shape when the notched opening 1 a is viewed in the side surface direction and implemented in a U shape. Preferred (invention of claim 6).

前記補強プレート3は、安全性且つ景観性を考慮して、支柱1を平面方向に見て、当該支柱1の外周形状に収まる大きさで、そのコーナー部を湾曲状にR加工を施して実施することが好ましい(請求項7、8記載の発明)。前記補強プレート3の設計寸法はこれに限定されず、前記開口部1aの形状及び大きさに応じて適宜設計変更されるのは勿論である。特に、当該補強プレート3のプレート厚については、前記支柱1に形成した切欠き開口部1aの大きさ・形状と共に、前記衝撃エネルギーの吸収能率を左右するので、設定される車両の衝突による衝撃力に応じて適宜調整することに留意する。ちなみに、前記補強プレート3は、前記支柱1を丸形鋼管で実施する場合には、図7に示したように、支柱1の形状に応じて正面方向に見て楕円形状となる切欠き形状の開口部1aとほぼ一致させるべく、楕円形状の鋼製プレートを所要の角度に折り曲げて実施することが好ましい。   In consideration of safety and landscape, the reinforcing plate 3 has a size that fits in the outer peripheral shape of the support column 1 when viewed in the plane direction, and has a corner portion that is curved and rounded. It is preferable to do this (inventions of claims 7 and 8). The design dimension of the reinforcing plate 3 is not limited to this, and it is of course possible to change the design as appropriate according to the shape and size of the opening 1a. In particular, the plate thickness of the reinforcing plate 3 affects the impact energy absorption efficiency together with the size and shape of the notch opening 1a formed in the support column 1. Note that adjustments will be made accordingly. Incidentally, when the support column 1 is implemented by a round steel pipe, the reinforcing plate 3 has a notch shape that is elliptical when viewed in the front direction according to the shape of the support column 1 as shown in FIG. It is preferable that the elliptical steel plate is bent at a required angle so as to substantially coincide with the opening 1a.

したがって、上記構成の防護柵用支柱1によれば、図5と図6に示したように、車両の衝突による衝撃力Pを受けた場合に、当該衝撃力Pの大きさに応じて支柱1が曲げ変形を受け、前記支柱1に設けた切欠き形状の開口部1a及び補強プレート3(以下、補強プレート3取付部位と云う)が圧潰を生じて当該支柱1は徐々に後方に傾く状態となる。前記補強プレート取付部位の初期剛性が降伏限度に至ると、それ以後は曲げ変形が進むにつれて大きな塑性エネルギー吸収能力を発揮し、車両の事故破損、乗員の負傷を可及的に低減する効果を発揮する。前記支柱1の初期剛性の大きさは、前記開口部1aの形状及び大きさ及び当該補強プレート3のプレート厚の適正な設計によりフレキシブルに調節することができる。   Therefore, according to the protective fence post 1 having the above-described configuration, as shown in FIGS. 5 and 6, when the impact force P due to the collision of the vehicle is received, the support post 1 according to the magnitude of the impact force P. Is subjected to bending deformation, the notch-shaped opening 1a provided in the support column 1 and the reinforcing plate 3 (hereinafter referred to as the reinforcing plate 3 attachment site) are crushed, and the support column 1 is gradually inclined backward. Become. When the initial rigidity of the reinforcing plate mounting part reaches the yield limit, after that, as the bending deformation progresses, it exerts a large plastic energy absorption capacity, and the effect of reducing vehicle accident damage and occupant injury as much as possible is demonstrated. To do. The magnitude of the initial rigidity of the support column 1 can be flexibly adjusted by designing the shape and size of the opening 1a and the plate thickness of the reinforcing plate 3 appropriately.

以上のように、請求項1〜8に記載した防護柵用支柱1によれば、上述した[発明の効果]の項に記載したように、車両の衝突による衝撃力を確実に吸収できることは勿論、経済性及び作業性並びに景観性に非常に優れた防護柵用支柱を実現することができるのである。   As described above, according to the protective fence support column 1 described in claims 1 to 8, as described in the above-mentioned [Effects of the invention], it is of course possible to reliably absorb the impact force caused by the collision of the vehicle. Thus, it is possible to realize a protective fence post that is extremely excellent in economy, workability, and landscape.

本発明に係る防護柵用支柱を示した斜視図である。It is the perspective view which showed the support | pillar for protection fences concerning this invention. 本発明に係る防護柵用支柱を示した側面図である。It is the side view which showed the support | pillar for protection fences concerning this invention. 本発明に係る防護柵用支柱を示した正面図である。It is the front view which showed the support | pillar for protection fences concerning this invention. 本発明に係る防護柵用支柱を示した分解斜視図である。It is the exploded perspective view showing the support fence post concerning the present invention. 本発明に係る防護柵用支柱が車両の衝突による衝撃力を受けて傾斜した状態を示した側面図である。It is the side view which showed the state in which the support | pillar for protection fences which received this invention received the impact force by the collision of a vehicle, and inclined. 本発明に係る防護柵用支柱が車両の衝突による衝撃力を受けて傾斜した状態を示した斜視図である。It is the perspective view which showed the state in which the support | pillar for protection fences concerning this invention received the impact force by the collision of a vehicle, and inclined. 本発明に係る防護柵用支柱のその他の実施例を示した斜視図である。It is the perspective view which showed the other Example of the support | pillar for protection fences which concerns on this invention. 本発明に係る防護柵用支柱のその他の実施例の一部を示した側面図である。It is the side view which showed a part of other Example of the support | pillar for protection fences which concerns on this invention. 従来技術を示した斜視図である。It is the perspective view which showed the prior art.

符号の説明Explanation of symbols

1 支柱
1a 切欠き形状の開口部
2 ベースプレート
3 補強プレート
4 受け材
P 衝撃力
1 Support 1a Notch-shaped opening 2 Base plate 3 Reinforcement plate 4 Receiving material P Impact force

Claims (8)

コンクリート基盤に固定されるベースプレート上に立てられ、車両の衝突による衝撃力を吸収する防護柵用支柱であって、
前記支柱は閉鎖断面の中空部材であり、車道と反対側の下方部位に、側面方向に見て切欠き形状の開口部が形成されていること、
前記切欠き形状の開口部には、補強プレートが取り付けられていることを特徴とする、防護柵用支柱。
A support fence post that stands on a base plate fixed to a concrete base and absorbs impact force caused by a vehicle collision,
The support column is a hollow member having a closed cross section, and a notch-shaped opening is formed in a lower part on the opposite side of the roadway as seen in the side surface direction.
A support fence post, wherein a reinforcing plate is attached to the notch-shaped opening.
支柱は、角形金属管又は丸形金属管であることを特徴とする、請求項1に記載した防護柵用支柱。   The support fence post according to claim 1, wherein the support pillar is a square metal pipe or a round metal pipe. 切欠き形状の開口部は、側面方向に見て、車道とは反対側へ向かって幅広のV字形状又はU字形状に形成されていることを特徴とする、請求項1又は2に記載した防護柵用支柱。   The notch-shaped opening is formed in a V-shape or U-shape that is wide toward the opposite side of the roadway when viewed in the side surface direction. Guard post. 切欠き形状の開口部は、ベースプレートから上方に向かって、支柱の全高の1/5〜1/3程度の部位に形成されていることを特徴とする、請求項1〜3のいずれか一に記載した防護柵用支柱。   The notch-shaped opening is formed in a portion of about 1/5 to 1/3 of the total height of the support column upward from the base plate. The protective fence post described. 補強プレートは、切欠き形状の開口部の縁部に沿う形状に成形されていることを特徴とする、請求項1〜4のいずれか一に記載した防護柵用支柱。   The support plate according to any one of claims 1 to 4, wherein the reinforcing plate is formed in a shape along an edge of the notch-shaped opening. 補強プレートは、V字形状材又はU字形状材であることを特徴とする、請求項1〜5のいずれか一に記載した防護柵用支柱。   The support fence post according to any one of claims 1 to 5, wherein the reinforcing plate is a V-shaped material or a U-shaped material. 補強プレートは、その外周縁部を湾曲状に形成されていることを特徴とする、請求項1〜6のいずれか一に記載した防護柵用支柱。   The support fence post according to any one of claims 1 to 6, wherein the reinforcing plate has an outer peripheral edge formed in a curved shape. 補強プレートは、平面方向に見て、支柱の外周形状に収まる大きさとされていることを特徴とする、請求項1〜7のいずれか一に記載した防護柵用支柱。   The support fence post according to any one of claims 1 to 7, wherein the reinforcing plate has a size that fits in an outer peripheral shape of the support when viewed in a planar direction.
JP2003427011A 2003-12-24 2003-12-24 Strut for protective fence Pending JP2005188031A (en)

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Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007315055A (en) * 2006-05-26 2007-12-06 Sumikei-Nikkei Engineering Co Ltd Post for protective fence
JP2008095472A (en) * 2006-10-16 2008-04-24 Shinko Kenzai Ltd Post for guardrail
JP2008202393A (en) * 2007-01-25 2008-09-04 Jfe Metal Products & Engineering Inc Pipe-shaped column
JP2011127408A (en) * 2009-12-21 2011-06-30 Nippon Steel & Sumikin Metal Products Co Ltd Support for guard fence
KR101075193B1 (en) 2009-03-20 2011-10-19 한양대학교 산학협력단 Shock absorbing type guard-rail
CN105256719A (en) * 2015-09-25 2016-01-20 常熟市第三市政建设有限公司 Bridge guardrail provided with sliding rails
KR101681164B1 (en) * 2015-08-25 2016-11-30 주식회사태헌 Plastic Deformation Support Structure, Street Light and Traffic Light Using The Same
KR101737470B1 (en) * 2016-12-06 2017-05-29 김민수 System strengthening/controlling the horizontal bearing power of a guard rail on the scarp and structure comprised the guard rail thereof and method constructing the guard rail thereof
KR20170105149A (en) * 2016-03-08 2017-09-19 주식회사 포스코 Post structure for guard rail and construction method of the same
JP2018021330A (en) * 2016-08-02 2018-02-08 積水樹脂株式会社 Guard fence for bridge
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Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007315055A (en) * 2006-05-26 2007-12-06 Sumikei-Nikkei Engineering Co Ltd Post for protective fence
JP2008095472A (en) * 2006-10-16 2008-04-24 Shinko Kenzai Ltd Post for guardrail
JP2008202393A (en) * 2007-01-25 2008-09-04 Jfe Metal Products & Engineering Inc Pipe-shaped column
KR101075193B1 (en) 2009-03-20 2011-10-19 한양대학교 산학협력단 Shock absorbing type guard-rail
JP2011127408A (en) * 2009-12-21 2011-06-30 Nippon Steel & Sumikin Metal Products Co Ltd Support for guard fence
KR101681164B1 (en) * 2015-08-25 2016-11-30 주식회사태헌 Plastic Deformation Support Structure, Street Light and Traffic Light Using The Same
CN105256719A (en) * 2015-09-25 2016-01-20 常熟市第三市政建设有限公司 Bridge guardrail provided with sliding rails
CN105256719B (en) * 2015-09-25 2017-01-18 常熟市第三市政建设有限公司 Bridge guardrail provided with sliding rails
KR20170105149A (en) * 2016-03-08 2017-09-19 주식회사 포스코 Post structure for guard rail and construction method of the same
KR101940854B1 (en) * 2016-03-08 2019-01-22 주식회사 포스코 Post structure for guard rail and construction method of the same
JP2018021330A (en) * 2016-08-02 2018-02-08 積水樹脂株式会社 Guard fence for bridge
KR101737470B1 (en) * 2016-12-06 2017-05-29 김민수 System strengthening/controlling the horizontal bearing power of a guard rail on the scarp and structure comprised the guard rail thereof and method constructing the guard rail thereof
WO2018105959A1 (en) * 2016-12-06 2018-06-14 김민수 Horizontal support force reinforcement and control system of guardrail installed on slope, horizontal support force reinforcement and control structure of guardrail installed on slope, and guardrail installation method using same
KR101909860B1 (en) * 2017-05-10 2018-10-18 김민수 System strengthening/controlling the horizontal bearing power of a guard rail on the scarp and structure comprised the guard rail thereof and method constructing the guard rail thereof

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