JP5835371B2 - Reinforced structure of rigid protective fence - Google Patents

Reinforced structure of rigid protective fence Download PDF

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JP5835371B2
JP5835371B2 JP2014020846A JP2014020846A JP5835371B2 JP 5835371 B2 JP5835371 B2 JP 5835371B2 JP 2014020846 A JP2014020846 A JP 2014020846A JP 2014020846 A JP2014020846 A JP 2014020846A JP 5835371 B2 JP5835371 B2 JP 5835371B2
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beam member
rigid
fence
top beam
protective fence
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JP2015148071A (en
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田中 宏明
宏明 田中
道人 福島
道人 福島
雅夫 太田
雅夫 太田
康文 河村
康文 河村
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JFE Engineering Corp
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Description

本発明は、剛性防護柵を補強する構造に関する。ここで、剛性防護柵とは、防護柵を構成する主たる部材について弾性変形内での変形しか見込まない防護柵のことである。   The present invention relates to a structure for reinforcing a rigid protective fence. Here, the rigid guard fence is a guard fence that allows only deformation within elastic deformation of a main member constituting the guard fence.

自動車専用道路の高架部には、車両の落下を防止するための剛性防護柵が道路に沿って立設されていることが多い。   Rigid protective fences are often erected along the road to prevent the vehicle from falling on the elevated part of the road dedicated to automobiles.

一方、首都高速道路をはじめとする自動車専用道路は、その多くが建設から数十年を経過しており、補修および補強が必要となってきている。   On the other hand, many automobile roads such as the Metropolitan Expressway have been repaired and reinforced, since many of them have been built for decades.

また、走行する車両が建設当時と比べて大型化し、建設当時に想定していなかった25t車の走行が可能な自動車専用道路も現在では多くなってきており、剛性防護柵に求められる剛度も大きくなってきている。   In addition, the number of roads that can run 25t vehicles, which was not assumed at the time of construction, is now increasing, as the vehicles that run are larger than at the time of construction. It has become to.

剛性防護柵を補修または補強する際に活用できる技術としては、例えば、特許文献1、2に記載の技術がある。   As a technique that can be utilized when repairing or reinforcing a rigid protective fence, for example, there are techniques described in Patent Documents 1 and 2.

特許文献1に記載の技術は、床版に一体的に立設された既存壁体の改修補強構造であって、該既存壁体を挟んで両面に接着材を介して貼着されて一体化された補強板と、該既存壁体を貫通して該両面の補強板同士を連結する連結部材と、該両面の補強板の上端部同士を相互に一体的に繋いで設けられて該既存壁体の上部を覆う笠板と、を備え、該補強板は平板状をなして上端部から下端部までを1枚で形成されている、ことを特徴とする既存壁体の改修補強構造である。   The technique described in Patent Literature 1 is a repair and reinforcement structure for an existing wall body that is integrally provided on a floor slab, and is integrated by being adhered to both surfaces via an adhesive across the existing wall body. The existing wall is provided by integrally connecting the reinforcing plate, the connecting member that penetrates the existing wall body and connects the reinforcing plates on both sides, and the upper ends of the reinforcing plates on both sides. A reinforcement reinforcing structure for an existing wall body, characterized in that the reinforcing plate has a flat plate shape and is formed as a single plate from the upper end to the lower end. .

特許文献2に記載の技術は、鉄筋コンクリート床版を鋼主桁によって支持して成るコンクリート床版鋼桁橋において、前記鉄筋コンクリート床版の側端縁凸部外面に固定張設された側部補強板と、前記側部補強板と前記鋼主桁とを結合する下側部連結補強板と、を備え、前記下側部連結補強板は前記鉄筋コンクリート床版の下面と離間して位置して前記鋼主桁と前記鉄筋コンクリート床版とで閉断面を形成するように構成されていることを特徴とするコンクリート床版鋼桁橋の補強構造である。   The technique described in Patent Document 2 is a concrete floor slab steel girder bridge in which a reinforced concrete floor slab is supported by a steel main girder, and a side reinforcing plate fixedly stretched on the outer surface of the side edge convex portion of the reinforced concrete floor slab And a lower side connecting reinforcing plate for connecting the side reinforcing plate and the steel main girder, wherein the lower side connecting reinforcing plate is positioned apart from the lower surface of the reinforced concrete floor slab. A reinforcing structure for a concrete slab steel girder bridge, characterized in that the main girder and the reinforced concrete slab form a closed cross section.

しかしながら、特許文献1、2に記載の技術は、車両の衝突や車両の大型化に対応するための技術ではなく、特許文献1、2に記載の技術では、建設当時と比べて大型化した車両の衝突に耐えられるように、既存の剛性防護柵の剛度を十分に向上させることは困難である。また、特許文献1、2に記載の技術では、補強板の取り付けにアンカーボルトを用いており、既存壁体の内部に配置されている鉄筋を現地にて探索することが必要であり、工期が長くなり、建設コストも大きくなる。   However, the techniques described in Patent Documents 1 and 2 are not techniques for dealing with vehicle collisions and large vehicles, but the techniques described in Patent Documents 1 and 2 are vehicles that are larger than those at the time of construction. It is difficult to sufficiently improve the rigidity of the existing rigid protective fence so as to withstand the collision of the existing rigid protective fence. In addition, in the techniques described in Patent Documents 1 and 2, anchor bolts are used to attach the reinforcing plate, and it is necessary to search for reinforcing bars arranged inside the existing wall body on site, Longer and higher construction costs.

また、既存壁体を撤去して新規に壁体を設置することも行われているが、この場合には、産業廃棄物の処理が必要になるとともに、工期が長くなり、建設コストも大きくなる。   In addition, it is also possible to remove the existing wall body and install a new wall body. In this case, it is necessary to dispose of industrial waste, and the construction period becomes longer and the construction cost increases. .

特許第4735223号公報Japanese Patent No. 4735223 特開2002−227134号公報JP 2002-227134 A

本発明は、かかる状況に鑑みてなされたものであって、剛性防護柵の建設当時と比べて大型化した車両の衝突に耐えられるように、既存の剛性防護柵の剛度を十分に向上させることができ、かつ、短工期での施工が可能であるとともに施工の際に産業廃棄物もほとんど発生しない剛性防護柵の補強構造を提供することを課題とする。   The present invention has been made in view of such a situation, and sufficiently enhances the rigidity of an existing rigid protective fence so that it can withstand a collision of a vehicle that is larger than that at the time of construction of the rigid protective fence. It is an object of the present invention to provide a reinforcing structure for a rigid protective fence that can be constructed in a short construction period and generates almost no industrial waste during construction.

本発明は、以下の剛性防護柵の補強構造により、前記課題を解決したものである。   This invention solves the said subject with the reinforcement structure of the following rigid protection fences.

即ち、本発明に係る剛性防護柵の補強構造の第1の態様は、道路に沿って立設された剛性防護柵の補強構造であって、前記剛性防護柵の頂部の両側面を挟み込むように対向する挟み込み部、および該対向する挟み込み部同士を連結する連結部を有する頂部梁部材を備えてなり、前記頂部梁部材の前記連結部はその少なくとも一部が前記剛性防護柵の上面に配置されており、前記頂部梁部材の前記挟み込み部が前記剛性防護柵の頂部の両側面を直接または間接に挟み込むことによって、前記頂部梁部材が前記剛性防護柵の頂部に取り付けられており、前記頂部梁部材は、第1の梁部材および第2の梁部材を備えてなり、前記第1の梁部材は上下方向の板状部および水平方向の板状部を有し、また、前記第2の梁部材は上下方向の板状部および水平方向の板状部を有し、前記頂部梁部材の前記挟み込み部は、前記第1の梁部材の前記上下方向の板状部および前記第2の梁部材の前記上下方向の板状部からなり、前記頂部梁部材の前記連結部は、前記第1の梁部材の前記水平方向の板状部および前記第2の梁部材の前記水平方向の板状部の少なくとも一部を有してなることを特徴とする剛性防護柵の補強構造である。
本発明に係る剛性防護柵の補強構造の第2の態様は、道路に沿って立設された剛性防護柵の補強構造であって、前記剛性防護柵の頂部の両側面を挟み込むように対向する挟み込み部、および該対向する挟み込み部同士を連結する連結部を有する頂部梁部材を備えてなり、前記頂部梁部材の前記連結部はその少なくとも一部が前記剛性防護柵の上面に配置されており、前記頂部梁部材の前記挟み込み部が前記剛性防護柵の頂部の両側面を直接または間接に挟み込むことによって、前記頂部梁部材が前記剛性防護柵の頂部に取り付けられており、前記頂部梁部材は、第1の梁部材および第2の梁部材を備えてなり、前記第1の梁部材は前記剛性防護柵の側面に沿う板状部および水平方向の板状部を有し、また、前記第2の梁部材は前記剛性防護柵の側面に沿う板状部および水平方向の板状部を有し、前記頂部梁部材の前記挟み込み部は、前記第1の梁部材の前記剛性防護柵の側面に沿う板状部および前記第2の梁部材の前記剛性防護柵の側面に沿う板状部からなり、前記頂部梁部材の前記連結部は、前記第1の梁部材の前記水平方向の板状部および前記第2の梁部材の前記水平方向の板状部の少なくとも一部を有してなることを特徴とする剛性防護柵の補強構造である。
That is, the first aspect of the rigid guard fence reinforcing structure according to the present invention is a rigid guard fence reinforcing structure erected along the road so as to sandwich both side surfaces of the top of the rigid guard fence. It comprises a top beam member having an opposing sandwiching part and a connecting part for connecting the opposing sandwiching parts, and at least a part of the coupling part of the top beam member is disposed on the upper surface of the rigid protective fence. and, by the nip of the top beam member sandwich the both sides of the top of said rigid guard fence directly or indirectly, the top beam member is attached to the top of said rigid guard fence, said top beam The member includes a first beam member and a second beam member, and the first beam member has a vertical plate-like portion and a horizontal plate-like portion, and the second beam The members are plate-like parts in the vertical direction And the sandwiched portion of the top beam member includes the vertical plate portion of the first beam member and the vertical plate portion of the second beam member. The connecting portion of the top beam member includes at least a part of the horizontal plate-like portion of the first beam member and the horizontal plate-like portion of the second beam member. It is the reinforcement structure of the rigid protection fence characterized by this.
A second aspect of the rigid guard fence reinforcing structure according to the present invention is a rigid guard fence reinforcing structure erected along a road, and is opposed to sandwich both side surfaces of the top of the rigid guard fence. A top beam member having a sandwiching portion and a coupling portion that couples the opposing sandwiching portions is provided, and at least a part of the coupling portion of the top beam member is disposed on the upper surface of the rigid protective fence. The top beam member is attached to the top of the rigid protective fence by the sandwiching portion of the top beam member directly or indirectly sandwiching both side surfaces of the top of the rigid protective fence, and the top beam member is The first beam member and the second beam member, the first beam member having a plate-like portion and a horizontal plate-like portion along a side surface of the rigid protective fence, and the first beam member 2 beam member is the rigid guard fence A plate-like portion along the side surface and a plate-like portion in the horizontal direction, and the sandwiching portion of the top beam member is formed of the plate-like portion along the side surface of the rigid guard fence of the first beam member and the second portion. It consists of a plate-like portion along the side of the rigid guard fence of the beam member, and the connecting portion of the top beam member is the horizontal plate-like portion of the first beam member and the second beam member. A reinforcing structure for a rigid protective fence, comprising at least a part of a horizontal plate-shaped portion.

ここで、「剛性防護柵の頂部」とは、剛性防護柵の部位のうち、上面を含む上端部の部位のことであり、その部位の両側面を前記頂部梁部材の前記挟み込み部が直接または間接に挟み込むことにより、車両の所定の衝突にも耐えられるように前記頂部梁部材を前記剛性防護柵に取り付け可能となる部位のことである。   Here, the “top portion of the rigid protective fence” means a portion of the upper end portion including the upper surface among the rigid protective fence portions, and the sandwiched portions of the top beam member are directly or both sides of the portion. By being sandwiched indirectly, the top beam member can be attached to the rigid protection fence so as to withstand a predetermined collision of the vehicle.

また、「直接または間接に挟み込む」とは、直接に接して挟み込む場合だけでなく、例えば形状追従性のあるシート材料等を介在させて挟み込む場合も含む概念である。   Further, “directly or indirectly sandwiching” is a concept including not only the case of sandwiching directly in contact but also the case of sandwiching with a sheet material having shape followability, for example.

なお、道路に沿って立設された前記剛性防護柵は、道路の横断方向端部または中央分離帯に立設されていることが多い。   In many cases, the rigid protection fences erected along the road are erected at the end of the road in the transverse direction or at the central separation zone.

前記頂部梁部材の前記連結部は、前記第1の梁部材の前記水平方向の板状部および前記第2の梁部材の前記水平方向の板状部を連結する連結部材をさらに有していてもよい。
また、前記頂部梁部材はH形の部材を有してなり、前記頂部梁部材の前記挟み込み部の少なくとも一方は前記H形の部材のフランジ部であり、また、前記頂部梁部材の前記連結部の少なくとも一部は前記H形の部材のウェブ部であるように構成してもよい。
本発明に係る剛性防護柵の補強構造の第3の態様は、道路に沿って立設された剛性防護柵の補強構造であって、前記剛性防護柵の頂部の両側面を挟み込むように対向する挟み込み部、および該対向する挟み込み部同士を連結する連結部を有する頂部梁部材を備えてなり、前記頂部梁部材の前記連結部はその少なくとも一部が前記剛性防護柵の上面に配置されており、前記頂部梁部材の前記挟み込み部が前記剛性防護柵の頂部の両側面を直接または間接に挟み込むことによって、前記頂部梁部材が前記剛性防護柵の頂部に取り付けられており、前記頂部梁部材はH形の部材を有してなり、前記頂部梁部材の前記挟み込み部の少なくとも一方は前記H形の部材のフランジ部であり、また、前記頂部梁部材の前記連結部の少なくとも一部は前記H形の部材のウェブ部であることを特徴とする剛性防護柵の補強構造である。
ここで、本明細書における「H形の部材」は、ウェブ部とフランジ部とのなす角が直角の場合だけでなく、ウェブ部とフランジ部とのなす角が直角でない場合(例えば、剛性防護柵の側面が水平面に対して傾斜していて、ウェブ部とフランジ部とのなす角をその傾斜に合わせた場合)も含むものとする。
必要な剛度に応じて、前記H形の部材のウェブ部と前記H形の部材のフランジ部とに連結された補剛部材をさらに設けてもよい。
The connecting portion of the top beam member further includes a connecting member that connects the horizontal plate-like portion of the first beam member and the horizontal plate-like portion of the second beam member. Also good.
Further, the top beam member has an H-shaped member, at least one of the sandwiched portions of the top beam member is a flange portion of the H-shaped member, and the connecting portion of the top beam member May be configured such that at least a part thereof is a web portion of the H-shaped member.
A third aspect of the rigid guard fence reinforcing structure according to the present invention is a rigid guard fence reinforcing structure erected along a road, and is opposed to sandwich both side surfaces of the top of the rigid guard fence. A top beam member having a sandwiching portion and a coupling portion that couples the opposing sandwiching portions is provided, and at least a part of the coupling portion of the top beam member is disposed on the upper surface of the rigid protective fence. The top beam member is attached to the top of the rigid protective fence by the sandwiching portion of the top beam member directly or indirectly sandwiching both side surfaces of the top of the rigid protective fence, and the top beam member is An H-shaped member, at least one of the sandwiched portions of the top beam member is a flange portion of the H-shaped member, and at least a part of the connecting portion of the top beam member is the H-shaped member. form A reinforcing rigid structure guard fence, characterized in that a web portion of the member.
Here, the “H-shaped member” in this specification is not only when the angle formed by the web portion and the flange portion is a right angle, but also when the angle formed by the web portion and the flange portion is not a right angle (for example, rigidity protection). The side of the fence is inclined with respect to the horizontal plane, and the angle between the web portion and the flange portion is adjusted to the inclination).
Depending on the required stiffness, a stiffening member connected to the web portion of the H-shaped member and the flange portion of the H-shaped member may be further provided.

前記剛性防護柵の側面と水平面とのなす角は直角でなくてもよく、前記剛性防護柵の両側面のうち、少なくとも一方の側面が水平面とのなす角は、例えば70°以上90°未満であってもよい。   The angle formed between the side surface of the rigid protective fence and the horizontal plane may not be a right angle, and the angle formed between at least one side surface of the rigid protective fence and the horizontal plane is, for example, 70 ° or more and less than 90 °. There may be.

前記道路に沿って地覆が設けられていて、前記剛性防護柵が前記地覆の上方に設けられている場合の方が補強効果を発揮しやすい。   When a ground cover is provided along the road and the rigid protective fence is provided above the ground cover, it is easier to exert a reinforcing effect.

前記道路が床版を備えた道路であり、また、前記剛性防護柵の側面に沿って上下方向に配置されており、かつ、上部が前記頂部梁部材と連結している上下方向吊部材と、前記床版の横断方向端部の側面に沿って配置されており、かつ、水平方向に延びる下部水平部材と、をさらに備え、前記上下方向吊部材の下部が、前記下部水平部材に連結されている場合には、さらに補強効果が大きくなることもあり得る。   The road is a road provided with a floor slab, and is arranged in a vertical direction along a side surface of the rigid guard fence, and a vertical suspension member whose upper part is connected to the top beam member; A lower horizontal member that is disposed along a side surface of the end portion in the transverse direction of the floor slab and extends in the horizontal direction, and a lower portion of the vertical suspension member is coupled to the lower horizontal member. If it is, the reinforcing effect may be further increased.

ここで、「剛性防護柵の側面に沿って上下方向に配置」とは、鉛直方向に配置する場合だけでなく、単スロープ型やフロリダ型の剛性防護柵が有する外側面(水平面に対するなす角が70°以上90°未満程度の外側面)に沿って配置するような場合も含む概念である。したがって、「上下方向吊部材」の長手方向は鉛直方向以外の場合もあり、水平面に対して70°以上90°未満程度の角度の場合もあり得る。   Here, “arranged vertically along the side of the rigid guard fence” means not only the case where it is arranged in the vertical direction, but also the outer surface of the single-slope type or Florida type rigid guard fence (the angle formed with respect to the horizontal plane is It is a concept that includes a case where it is disposed along an outer surface of about 70 ° or more and less than 90 °. Therefore, the longitudinal direction of the “vertical suspension member” may be other than the vertical direction, and may be an angle of about 70 ° or more and less than 90 ° with respect to the horizontal plane.

前記頂部梁部材は、その一部を切り離して交換可能であるようにしておくことが、維持管理の点から好ましい。   It is preferable from the viewpoint of maintenance and management that the top beam member is partly cut and replaceable.

また、前記頂部梁部材は鋼製としてもよく、前記H形の部材は鋼板からビルドアップして作製したH形の鋼製部材でも形鋼でもよい。   The top beam member may be made of steel, and the H-shaped member may be an H-shaped steel member or a shaped steel produced by building up a steel plate.

前記剛性防護柵の補強構造において、前記剛性防護柵の両側面および上面に沿って外装板が配置されており、前記外装板が当該補強構造における最外周面となっていることが好ましい。このように外装板を配置することにより、前記補強構造を構成する鋼材を外部から覆い隠すことができるので、前記補強構造を構成する鋼材の腐食を抑制することができ、また、前記補強構造を設置した後の美観を向上させることができる。   In the reinforcing structure of the rigid protective fence, it is preferable that an exterior plate is disposed along both side surfaces and an upper surface of the rigid protective fence, and the exterior plate is an outermost peripheral surface in the reinforcing structure. By disposing the exterior plate in this way, the steel material constituting the reinforcing structure can be concealed from the outside, so that corrosion of the steel material constituting the reinforcing structure can be suppressed, and the reinforcing structure is The aesthetics after installation can be improved.

前記外装板は分割して構成し、前記外装板の一部のみを交換できるようにすることが好ましい。このようにすることにより、損傷や腐食を受けた外装板のみを交換することが可能となり、維持管理の費用を抑えることができる。   It is preferable that the exterior plate is divided and configured so that only a part of the exterior plate can be replaced. By doing in this way, it becomes possible to replace | exchange only the exterior plate which received the damage and corrosion, and can suppress the expense of maintenance.

本発明によれば、剛性防護柵の建設当時と比べて大型化した車両の衝突に耐えられるように、既存の剛性防護柵の剛度を十分に向上させることができ、かつ、短工期での施工が可能であるとともに施工の際に産業廃棄物もほとんど発生しない。   According to the present invention, the rigidity of the existing rigid protective fence can be sufficiently improved so that it can withstand a collision of a vehicle that is larger than that at the time of construction of the rigid protective fence, and construction in a short construction period is possible. In addition, industrial waste is hardly generated during construction.

本発明の第1実施形態に係る剛性防護柵の補強構造を示す横断面図The cross-sectional view which shows the reinforcement structure of the rigid protection fence which concerns on 1st Embodiment of this invention 本発明の第2実施形態に係る剛性防護柵の補強構造を示す横断面図The cross-sectional view which shows the reinforcement structure of the rigid protection fence which concerns on 2nd Embodiment of this invention 本発明の第3実施形態に係る剛性防護柵の補強構造を示す横断面図The cross-sectional view which shows the reinforcement structure of the rigid protection fence which concerns on 3rd Embodiment of this invention 本発明の第3実施形態に係る剛性防護柵の補強構造の変形例を示す横断面図The cross-sectional view which shows the modification of the reinforcement structure of the rigid protection fence which concerns on 3rd Embodiment of this invention 本発明の第4実施形態に係る剛性防護柵の補強構造を示す横断面図The cross-sectional view which shows the reinforcement structure of the rigid protection fence which concerns on 4th Embodiment of this invention 本発明の第5実施形態に係る剛性防護柵の補強構造を示す横断面図The cross-sectional view which shows the reinforcement structure of the rigid protection fence which concerns on 5th Embodiment of this invention 本発明の第6実施形態に係る剛性防護柵の補強構造を示す横断面図The cross-sectional view which shows the reinforcement structure of the rigid protection fence which concerns on 6th Embodiment of this invention 本発明の第7実施形態に係る剛性防護柵の補強構造を示す横断面図The cross-sectional view which shows the reinforcement structure of the rigid protection fence which concerns on 7th Embodiment of this invention 本発明の第1実施形態に係る剛性防護柵の補強構造の変形例を示す横断面図The cross-sectional view which shows the modification of the reinforcement structure of the rigid protection fence which concerns on 1st Embodiment of this invention 本発明の第3実施形態に係る剛性防護柵の補強構造の変形例を示す横断面図The cross-sectional view which shows the modification of the reinforcement structure of the rigid protection fence which concerns on 3rd Embodiment of this invention 本発明の第6実施形態に係る剛性防護柵の補強構造の変形例を示す横断面図The cross-sectional view which shows the modification of the reinforcement structure of the rigid protection fence which concerns on 6th Embodiment of this invention 数値解析シミュレーションを行った補強前の剛性防護柵100の横断面図Cross-sectional view of rigid guard fence 100 before reinforcement with numerical simulation 数値解析シミュレーションを行った補強後の剛性防護柵100の横断面図Cross-sectional view of rigid guard fence 100 after reinforcement with numerical analysis simulation 補剛鋼板86の寸法を示す平面図Plan view showing dimensions of stiffened steel plate 86

以下、図面を参照して、本発明の実施形態に係る剛性防護柵の補強構造を詳細に説明する。   Hereinafter, with reference to drawings, the reinforcement structure of the rigid protection fence which concerns on embodiment of this invention is demonstrated in detail.

(第1実施形態の剛性防護柵の補強構造)
図1は本発明の第1実施形態に係る剛性防護柵の補強構造を示す横断面図(道路の延びる方向と直交する面で切断した断面図)である。
(Reinforcing structure of rigid protective fence according to the first embodiment)
FIG. 1 is a cross-sectional view (a cross-sectional view cut along a plane orthogonal to the direction in which a road extends) showing the reinforcing structure of the rigid guard fence according to the first embodiment of the present invention.

図1に示すように、本第1実施形態の補強構造10は、剛性防護柵90の頂部90Aに設けられている。   As shown in FIG. 1, the reinforcing structure 10 of the first embodiment is provided on the top 90 </ b> A of the rigid guard fence 90.

また、床版94の上方に地覆92が設けられ、地覆92の上方に剛性防護柵90が設けられており、剛性防護柵90は、床版および地覆を備えた道路橋の横断方向端部に設けられた剛性防護柵である。しかしながら、本第1実施形態の補強構造10の適用対象は、床版および地覆を備えた道路橋の剛性防護柵に限定されるわけではなく、床版および地覆を下方に備えていない剛性防護柵、あるいは地覆を下方に備えていない剛性防護柵に対しても適用可能である。また、道路橋の横断方向端部に設けられた剛性防護柵に限定されるわけではなく、例えば、道路の中央分離帯に設けられた剛性防護柵に対しても適用可能である。   Further, a ground cover 92 is provided above the floor slab 94, and a rigid protective fence 90 is provided above the ground cover 92. The rigid protective fence 90 is in the transverse direction of the road bridge provided with the floor slab and the ground cover. It is a rigid guard fence provided at the end. However, the application target of the reinforcing structure 10 of the first embodiment is not limited to the rigid protection fence of the road bridge including the floor slab and the ground cover, and the rigidity that does not include the floor slab and the ground cover below. The present invention is also applicable to a protective fence or a rigid protective fence that does not have a ground cover below. Moreover, it is not necessarily limited to the rigid guard fence provided in the cross direction edge part of a road bridge, For example, it can apply also to the rigid guard fence provided in the center separation zone of the road.

本第1実施形態の補強構造10は頂部梁部材11を備えている。頂部梁部材11は、第1の梁部材である頂部鋼材12と、第2の梁部材である上部水平鋼材14と、を有してなる。   The reinforcing structure 10 of the first embodiment includes a top beam member 11. The top beam member 11 includes a top steel material 12 that is a first beam member and an upper horizontal steel material 14 that is a second beam member.

頂部鋼材12は溝形鋼であり、2つのフランジ部を有している。頂部鋼材12は、そのウェブ部12Aが剛性防護柵90の頂部90Aの上面を覆うように、かつ、頂部鋼材12の2つのフランジ部のうちの一方の道路側フランジ部12Bが、剛性防護柵90の頂部90Aの道路側の側面に沿って水平方向(道路の延びる方向)となるように、配置されている。   The top steel member 12 is channel steel and has two flange portions. The top steel member 12 has a web portion 12A covering the top surface of the top portion 90A of the rigid protective fence 90, and one road side flange portion 12B of the two flange portions of the top steel member 12 has the rigid protective fence 90. It is arrange | positioned so that it may become a horizontal direction (direction where a road extends) along the road side surface of the top part 90A.

上部水平鋼材14は山形鋼であり、その水平方向の板状部14Aが、ボルト16Aとナット16Bにより頂部鋼材12のウェブ部12Aに取り付けられている。また、ボルト16Aが差し込まれる上部水平鋼材14の水平方向の板状部14Aに設けられた貫通孔(図示せず)は長孔になっており、剛性防護柵90の頂部90Aの厚さに合わせて取り付け位置を調整しながら、頂部鋼材12の道路側フランジ部12Bと上部水平鋼材14の上下方向の板状部14Bとの間に剛性防護柵90の頂部90Aを挟み込むことができるようになっており、上部水平鋼材14を頂部鋼材12に取り付けながら、補強構造10の全体を剛性防護柵90の頂部90Aに取り付けることができるようになっている。   The upper horizontal steel material 14 is angle steel, and the horizontal plate-like portion 14A is attached to the web portion 12A of the top steel material 12 by bolts 16A and nuts 16B. Further, a through hole (not shown) provided in the horizontal plate-like portion 14A of the upper horizontal steel member 14 into which the bolt 16A is inserted is a long hole, and is matched with the thickness of the top portion 90A of the rigid protective fence 90. The top 90A of the rigid protection fence 90 can be sandwiched between the road side flange 12B of the top steel 12 and the vertical plate 14B of the upper horizontal steel 14 while adjusting the mounting position. The entire reinforcing structure 10 can be attached to the top portion 90 </ b> A of the rigid protective fence 90 while attaching the upper horizontal steel material 14 to the top steel material 12.

そして、頂部鋼材12の道路側フランジ部12Bと上部水平鋼材14の上下方向の板状部14Bが、剛性防護柵90の頂部90Aの両側面を挟み込む挟み込み部を形成し、頂部鋼材12の水平部分が、対向する挟み込み部(頂部鋼材12の道路側フランジ部12Bと上部水平鋼材14の上下方向の板状部14B)同士を連結する連結部を形成している。   The road-side flange portion 12B of the top steel member 12 and the vertical plate-like portion 14B of the upper horizontal steel member 14 form a sandwiching portion that sandwiches both side surfaces of the top portion 90A of the rigid protective fence 90, and the horizontal portion of the top steel member 12 However, the connecting part which connects the sandwiching parts (the road side flange part 12B of the top steel material 12 and the plate-like part 14B in the vertical direction of the upper horizontal steel material 14) facing each other is formed.

したがって、本第1実施形態の補強構造10においては、頂部鋼材12が剛性防護柵90の頂部90Aを覆うように、かつ、頂部鋼材12の道路側フランジ部12Bが剛性防護柵90の頂部90Aの側面のうちの一方の側面(道路側の側面)に沿って水平方向に延びるように取り付けられている。また、上部水平鋼材14の上下方向の板状部14Bが、剛性防護柵90の頂部90Aの側面のうちの他方の側面(道路と反対側の側面)に沿って水平方向に延びるように、かつ、頂部鋼材12の道路側フランジ部12Bと上部水平鋼材14の上下方向の板状部14Bとの間に剛性防護柵90の頂部90Aを挟み込むように、上部水平鋼材14の水平方向の板状部14Aが頂部鋼材12のウェブ部12Aに取り付けられている。このようにして、補強構造10の全体が、剛性防護柵90の頂部90Aに設けられている。   Therefore, in the reinforcing structure 10 of the first embodiment, the top steel material 12 covers the top 90A of the rigid protective fence 90, and the road side flange portion 12B of the top steel material 12 is the top 90A of the rigid protective fence 90. It is attached so as to extend in the horizontal direction along one of the side surfaces (the side surface on the road side). Further, the vertical plate-like portion 14B of the upper horizontal steel material 14 extends in the horizontal direction along the other side surface (the side surface opposite to the road) of the side surfaces of the top portion 90A of the rigid protection fence 90, and The horizontal plate-like portion of the upper horizontal steel member 14 is sandwiched between the road-side flange portion 12B of the top steel member 12 and the plate-like portion 14B of the upper horizontal steel member 14 in the vertical direction. 14 </ b> A is attached to the web portion 12 </ b> A of the top steel member 12. In this way, the entire reinforcing structure 10 is provided on the top 90 </ b> A of the rigid protective fence 90.

なお、安全が確認できたのであれば、上部水平鋼材14を、剛性防護柵90の頂部90Aの側面のうちの道路側の側面に沿って水平方向に延びるように取り付けてもよいが、道路側の側面は衝突時に車両が直接接触する部位であるので、上部水平鋼材14は、本第1実施形態のように、剛性防護柵90の頂部90Aの側面のうちの道路と反対側の側面に沿って水平方向に延びるように取り付ける方が好ましい。   If the safety can be confirmed, the upper horizontal steel material 14 may be attached so as to extend in the horizontal direction along the road side of the top 90A of the rigid protective fence 90. The side surface of the upper horizontal steel material 14 is along the side surface opposite to the road among the side surfaces of the top portion 90A of the rigid protective fence 90 as in the first embodiment. Therefore, it is preferable to attach it so as to extend in the horizontal direction.

また、本第1実施形態では上部水平鋼材14を山形鋼としたが、山形鋼に限定されるわけではなく、例えば溝形鋼としてもよいし、あるいは挟み込むのに必要な十分な厚さがあるのであれば、平鋼としてもよい。また、形鋼ではなく鋼板からビルドアップして作製した部材でもよい。他の実施形態においても同様である。   In the first embodiment, the upper horizontal steel material 14 is an angle steel. However, the upper horizontal steel material 14 is not limited to the angle steel, and may be a groove steel, for example, or may have a sufficient thickness necessary for sandwiching. In this case, flat steel may be used. Moreover, the member produced by building up from a steel plate instead of a shape steel may be sufficient. The same applies to other embodiments.

また、頂部鋼材12の道路側フランジ部12Bと上部水平鋼材14の上下方向の板状部14Bとの間に剛性防護柵90の頂部90Aを挟み込む際には、頂部鋼材12の道路側フランジ部12Bと剛性防護柵90の頂部90Aとの間に例えば形状追従性のあるシート材料等を介在させてもよく、また、上部水平鋼材14の上下方向の板状部14Bと剛性防護柵90の頂部90Aとの間に例えば形状追従性のあるシート材料等を介在させてもよい。形状追従性のあるシート材料等を介在させることにより、剛性防護柵90の頂部90Aの側面に多少の凹凸があっても、頂部梁部材11の安定した取り付けを行うことが可能となる。   Further, when the top portion 90A of the rigid protective fence 90 is sandwiched between the road side flange portion 12B of the top steel material 12 and the vertical plate-like portion 14B of the upper horizontal steel material 14, the road side flange portion 12B of the top steel material 12 is used. For example, a sheet material having shape followability may be interposed between the top plate 90B and the top portion 90A of the rigid protective fence 90. For example, a sheet material having a shape following property may be interposed between the two. By interposing a sheet material or the like having shape conformability, the top beam member 11 can be stably attached even if there is some unevenness on the side surface of the top portion 90A of the rigid protective fence 90.

また、頂部鋼材12の道路側フランジ部12Bと上部水平鋼材14の上下方向の板状部14Bとの間に剛性防護柵90の頂部90Aを挟み込む際には、頂部鋼材12の道路側フランジ部12Bと剛性防護柵90の頂部90Aとの間に接着剤を介在させてもよく、また、上部水平鋼材14の上下方向の板状部14Bと剛性防護柵90の頂部90Aとの間に接着剤を介在させてもよい。接着剤を介在させることにより、剛性防護柵90の頂部90Aの側面に多少の凹凸があっても、頂部梁部材11の安定した取り付けを行うことが可能となるとともに、頂部梁部材11と剛性防護柵90との一体化がより強固になる。   Further, when the top portion 90A of the rigid protective fence 90 is sandwiched between the road side flange portion 12B of the top steel material 12 and the vertical plate-like portion 14B of the upper horizontal steel material 14, the road side flange portion 12B of the top steel material 12 is used. May be interposed between the top plate 90B of the upper horizontal steel material 14 and the top 90A of the rigid protective fence 90. It may be interposed. By interposing the adhesive, the top beam member 11 can be stably attached even if there is some unevenness on the side surface of the top portion 90A of the rigid protection fence 90, and the top beam member 11 and the rigidity protection are protected. Integration with the fence 90 becomes stronger.

また、頂部梁部材11は、鋼製の頂部鋼材12および上部水平鋼材14を有しているが、頂部梁部材11の材質は鋼に限定されるわけではなく、頂部鋼材12および上部水平鋼材14に替えて、鋼製ではない部材を用いてもよい。例えば、コンクリート、高強度プラスチック、FRP等で形成された部材を用いてもよい。また、それらを混在して用いてもよい。   The top beam member 11 includes a steel top steel member 12 and an upper horizontal steel member 14, but the material of the top beam member 11 is not limited to steel, and the top steel member 12 and the upper horizontal steel member 14. Instead of this, a member that is not made of steel may be used. For example, a member formed of concrete, high-strength plastic, FRP, or the like may be used. Moreover, you may mix and use them.

また、頂部梁部材11は、道路に沿う方向に所定の長さに分割しておき、連結材およびボルト等を用いて道路に沿う方向に機械的に連結させた構成としておくことが好ましい。このような構成とすることにより、車両の衝突により損傷を受けた頂部梁部材11のみを容易に交換することが可能となり、車両の衝突後の復旧費用を低減させることができる。   Moreover, it is preferable that the top beam member 11 is divided into a predetermined length in the direction along the road and mechanically connected in the direction along the road using a connecting material and a bolt. By adopting such a configuration, it becomes possible to easily replace only the top beam member 11 damaged by a vehicle collision, and the recovery cost after the vehicle collision can be reduced.

次に、本第1実施形態の補強構造10における作用効果を説明する。   Next, the operational effects of the reinforcing structure 10 of the first embodiment will be described.

頂部鋼材12は2つのフランジ部を有する溝形鋼であり、剛度が大きいので、頂部90Aに補強構造10を設けることによって補強された剛性防護柵90は、剛度が大きく向上する。このため、補強構造10で補強された剛性防護柵90に車両が衝突した際に、車両の衝突力を受け止める剛性防護柵90の分担幅(道路の延びる方向の換算有効幅)が長くなり、剛性防護柵90の建設当時と比べて大型化した車両の衝突であっても耐えられるようにすることが可能となる。なお、本第1実施形態の補強構造10においては、頂部鋼材12として溝形鋼を用いたが、必要な剛度を満たすのであれば山形鋼であってもよいし、また、形鋼ではなく鋼板からビルドアップして作製した部材でもよい。さらに、材質も鋼に限らない。以下、他の実施形態においても同様である。   Since the top steel member 12 is a channel steel having two flange portions and has high rigidity, the rigidity of the rigid protective fence 90 reinforced by providing the reinforcing structure 10 on the top 90A is greatly improved in rigidity. For this reason, when the vehicle collides with the rigid protective fence 90 reinforced with the reinforcing structure 10, the shared width (converted effective width in the direction in which the road extends) of the rigid protective fence 90 that receives the collision force of the vehicle is increased, and the rigidity is increased. It is possible to withstand even a collision of a vehicle that is larger than when the protective fence 90 was constructed. In the reinforcing structure 10 of the first embodiment, a grooved steel is used as the top steel member 12, but an angle steel may be used as long as the required rigidity is satisfied. It is also possible to use a member built up from the above. Furthermore, the material is not limited to steel. Hereinafter, the same applies to other embodiments.

また、本第1実施形態の補強構造10においては、剛性防護柵90にアンカーボルトを取り付けることが不要になっており、剛性防護柵90に損傷を与えずに、補強構造10の全体を剛性防護柵90に取り付けることが可能になっている。   Further, in the reinforcing structure 10 of the first embodiment, it is not necessary to attach anchor bolts to the rigid protective fence 90, and the entire reinforcing structure 10 is rigidly protected without damaging the rigid protective fence 90. It can be attached to the fence 90.

また、アンカーボルトの取り付けが不要であることから、剛性防護柵90内部の鉄筋の位置を探索することも不要であり、施工を迅速に行うことができる。   Further, since it is not necessary to attach anchor bolts, it is not necessary to search for the position of the reinforcing bar inside the rigid protective fence 90, and the construction can be performed quickly.

また、既存の剛性防護柵90をそのまま活用するので、産業廃棄物をほとんど出さずに施工を行うことができる。   Moreover, since the existing rigid protection fence 90 is utilized as it is, construction can be performed with little industrial waste.

なお、前述したように、本第1実施形態の補強構造10の適用対象は、床版および地覆を備えた道路橋の剛性防護柵に限定されるわけではなく、床版および地覆を下方に備えていない剛性防護柵、あるいは地覆を下方に備えていない剛性防護柵に対しても適用可能であるが、下方に地覆を備えた剛性防護柵の方がより補強効果が高まる。下方に地覆を備えた剛性防護柵に車両が衝突する際には、車両はまず地覆に衝突するが、その際の衝撃で車両は上方に投げ出されるので、車両が剛性防護柵90および本第1実施形態の補強構造10に衝突する際には、車両は剛性防護柵90の頂部90Aに取り付けられた補強構造10に強く衝突する。このため、本第1実施形態の補強構造10の剛度を十分に活かしやすくなるからである。   As described above, the application target of the reinforcing structure 10 according to the first embodiment is not limited to the rigid protection fence of the road bridge including the floor slab and the ground cover. Although the present invention can be applied to a rigid protective fence that does not have a ground cover, or a rigid protective fence that does not have a ground cover below, the reinforcing effect of the rigid protective fence that has a ground cover below is further enhanced. When a vehicle collides with a rigid protective fence with a ground cover below, the vehicle first collides with the ground cover, but the vehicle is thrown upward by the impact at that time. When the vehicle collides with the reinforcing structure 10 of the first embodiment, the vehicle strongly collides with the reinforcing structure 10 attached to the top portion 90 </ b> A of the rigid protective fence 90. For this reason, it becomes easy to fully utilize the rigidity of the reinforcing structure 10 of the first embodiment.

(第2実施形態の剛性防護柵の補強構造)
図2は本発明の第2実施形態に係る剛性防護柵の補強構造を示す横断面図(道路の延びる方向と直交する面で切断した断面図)である。なお、第1実施形態の補強構造10を示す図1に記載した構成と同一の構成については同一の符号を用い、説明は省略する。
(Reinforcing structure of rigid guard fence of second embodiment)
FIG. 2 is a cross-sectional view (a cross-sectional view cut along a plane orthogonal to the direction in which the road extends) showing the reinforcing structure of the rigid guard fence according to the second embodiment of the present invention. In addition, about the structure same as the structure described in FIG. 1 which shows the reinforcement structure 10 of 1st Embodiment, the same code | symbol is used and description is abbreviate | omitted.

図2に示すように、本第2実施形態の補強構造20は、第1実施形態の補強構造10に、さらに、上下方向吊鋼材22および下部水平鋼材24を追加した構造である。   As shown in FIG. 2, the reinforcing structure 20 of the second embodiment is a structure in which a vertically suspended steel material 22 and a lower horizontal steel material 24 are further added to the reinforcing structure 10 of the first embodiment.

上下方向吊鋼材22は、剛性防護柵90の道路と反対側の側面に沿って上下方向に配置されている。また、上下方向吊鋼材22の上部は、上部水平鋼材14と連結されている。図2に示すように、上下方向吊鋼材22は上下方向に3分割されており、ボルトで連結されて1つの部材となっているが、上下方向吊鋼材22は一体的な1つの部材で構成してもよい。また、分割数も3に限られない。   The vertically suspended steel material 22 is disposed in the vertical direction along the side surface of the rigid protective fence 90 opposite to the road. Further, the upper part of the vertically suspended steel material 22 is connected to the upper horizontal steel material 14. As shown in FIG. 2, the vertical suspension steel material 22 is divided into three parts in the vertical direction and is connected by bolts to form one member, but the vertical suspension steel material 22 is constituted by one integral member. May be. Also, the number of divisions is not limited to three.

下部水平鋼材24は、床版94の横断方向端部の外側の側面に沿って、かつ、水平方向に延びるように配置されていて、上下方向吊鋼材22の下部に取り付けられている。   The lower horizontal steel member 24 is disposed along the outer side surface of the transverse end of the floor slab 94 so as to extend in the horizontal direction, and is attached to the lower portion of the vertically suspended steel member 22.

このため、補強構造20で補強された剛性防護柵90に車両が衝突した際、補強構造20の頂部鋼材12に加わる衝撃力は、上下方向吊鋼材22を介して下部水平鋼材24に伝達される。このため、本第2実施形態の補強構造20においては、車両衝突時の衝撃力を受け止める力が第1実施形態の補強構造10よりもさらに向上していることもあり得る。   For this reason, when a vehicle collides with the rigid protective fence 90 reinforced by the reinforcing structure 20, the impact force applied to the top steel material 12 of the reinforcing structure 20 is transmitted to the lower horizontal steel material 24 via the vertical suspension steel material 22. . For this reason, in the reinforcing structure 20 of the second embodiment, the force for receiving the impact force at the time of a vehicle collision may be further improved than the reinforcing structure 10 of the first embodiment.

なお、下部水平鋼材24を、床版94の横断方向端部の外側の側面に取り付けてもよく、その場合には、床版94に損傷を与えないという点で、接着剤を用いて接着することが好ましい。   Note that the lower horizontal steel material 24 may be attached to the outer side surface of the end portion in the transverse direction of the floor slab 94, and in that case, the floor slab 94 is bonded using an adhesive in that the floor slab 94 is not damaged. It is preferable.

また、上下方向吊鋼材22および下部水平鋼材24は鋼製であるが、上下方向吊鋼材22および下部水平鋼材24に替えて、鋼製ではない部材を用いてもよい。例えば、高強度プラスチックやFRP等で形成された部材を用いてもよい。また、それらを混在して用いてもよい。   Moreover, although the up-down direction suspended steel material 22 and the lower horizontal steel material 24 are made of steel, a member that is not made of steel may be used instead of the up-down direction suspended steel material 22 and the lower horizontal steel material 24. For example, a member formed of high-strength plastic or FRP may be used. Moreover, you may mix and use them.

(第3実施形態の剛性防護柵の補強構造)
図3は本発明の第3実施形態に係る剛性防護柵の補強構造を示す横断面図(道路の延びる方向と直交する面で切断した断面図)である。なお、第1実施形態の補強構造10を示す図1に記載した構成と同一の構成については同一の符号を用い、説明は省略する。
(Reinforcing structure of rigid guard fence of third embodiment)
FIG. 3 is a cross-sectional view (a cross-sectional view cut along a plane orthogonal to the direction in which the road extends) showing the reinforcing structure of the rigid guard fence according to the third embodiment of the present invention. In addition, about the structure same as the structure described in FIG. 1 which shows the reinforcement structure 10 of 1st Embodiment, the same code | symbol is used and description is abbreviate | omitted.

図3に示すように、本第3実施形態の補強構造30は頂部梁部材31を備えている。頂部梁部材31は、第1実施形態の補強構造10の頂部鋼材12(溝形鋼)を、頂部鋼材32(H形鋼)に変更した部材である。   As shown in FIG. 3, the reinforcing structure 30 of the third embodiment includes a top beam member 31. The top beam member 31 is a member obtained by changing the top steel material 12 (grooved steel) of the reinforcing structure 10 of the first embodiment to a top steel material 32 (H-shaped steel).

H形鋼である頂部鋼材32は、溝形鋼である頂部鋼材12よりもフランジ部の幅が大きくなっているため、剛度がより大きくなっている。   The top steel material 32 that is an H-shaped steel has a greater rigidity than the top steel material 12 that is a groove-shaped steel, and thus has a higher rigidity.

このため、補強構造30で補強された剛性防護柵90に車両が衝突した際に、衝突による力を受け止める剛性防護柵90の分担幅(道路の延びる方向の換算有効幅)は、補強構造10で補強した場合よりも長くなっており、補強構造10で補強した場合よりも車両の衝突に対する抵抗力が大きくなっている。   For this reason, when the vehicle collides with the rigid protective fence 90 reinforced by the reinforcing structure 30, the shared width (converted effective width in the direction in which the road extends) of the rigid protective fence 90 that receives the force caused by the collision is the reinforcing structure 10. It is longer than the case where it is reinforced, and the resistance against collision of the vehicle is greater than when it is reinforced with the reinforcing structure 10.

なお、頂部梁部材31は、鋼製の頂部鋼材32および上部水平鋼材14を有しているが、頂部梁部材31の材質は鋼に限定されるわけではなく、頂部鋼材32および上部水平鋼材14に替えて、鋼製ではない部材を用いてもよい。例えば、コンクリート、高強度プラスチック、FRP等で形成された部材を用いてもよい。また、それらを混在して用いてもよい。   The top beam member 31 includes the steel top steel member 32 and the upper horizontal steel member 14, but the material of the top beam member 31 is not limited to steel, and the top steel member 32 and the upper horizontal steel member 14 are not limited. Instead of this, a member that is not made of steel may be used. For example, a member formed of concrete, high-strength plastic, FRP, or the like may be used. Moreover, you may mix and use them.

また、頂部梁部材31と剛性防護柵90の頂部90Aとの間には、第1実施形態の補強構造10と同様に、形状追従性のあるシート材料や接着剤等を介在させてもよい。   Moreover, you may interpose a sheet material, an adhesive agent, etc. with shape followability like the reinforcement structure 10 of 1st Embodiment between the top beam member 31 and the top part 90A of the rigid protection fence 90. FIG.

また、頂部梁部材31は、道路に沿う方向に所定の長さに分割しておき、連結材およびボルト等を用いて道路に沿う方向に機械的に連結させた構成としておくことが好ましい。このような構成とすることにより、車両の衝突により損傷を受けた頂部梁部材31のみを交換することが可能となり、車両の衝突後の復旧費用を低減させることができる。   The top beam member 31 is preferably divided into a predetermined length in the direction along the road and mechanically connected in the direction along the road using a connecting material, bolts, and the like. By adopting such a configuration, it becomes possible to replace only the top beam member 31 damaged by the collision of the vehicle, and the recovery cost after the collision of the vehicle can be reduced.

また、頂部梁部材31の剛度をより大きくすることが求められる場合には、図4に示す補強構造34(第3実施形態の補強構造30の変形例)のように、頂部鋼材32のウェブ部と道路側のフランジ部とに連結された補剛部材36をさらに設けてもよい。   Moreover, when it is calculated | required that the rigidity of the top beam member 31 needs to be enlarged more, like the reinforcement structure 34 shown in FIG. 4 (modified example of the reinforcement structure 30 of 3rd Embodiment), the web part of the top steel material 32 is shown. Further, a stiffening member 36 connected to the road-side flange portion may be further provided.

(第4実施形態の剛性防護柵の補強構造)
図5は本発明の第4実施形態に係る剛性防護柵の補強構造を示す横断面図(道路の延びる方向と直交する面で切断した断面図)である。なお、図2および図3に記載した構成と同一の構成については同一の符号を用い、説明は省略する。
(Reinforcing structure of rigid protective fence of the fourth embodiment)
FIG. 5 is a cross-sectional view (a cross-sectional view cut along a plane orthogonal to the direction in which the road extends) showing the reinforcing structure of the rigid guard fence according to the fourth embodiment of the present invention. In addition, the same code | symbol is used about the structure same as the structure described in FIG.2 and FIG.3, and description is abbreviate | omitted.

図5に示すように、本第4実施形態の補強構造40は、第1実施形態の補強構造10に上下方向吊鋼材22および下部水平鋼材24を追加するとともに、頂部鋼材12(溝形鋼)を、頂部鋼材32(H形鋼)に変更した構成、即ち、第2実施形態の補強構造20と第3実施形態の補強構造30を組み合わせた構成に、さらに覆い鋼板42(外装板)を追加した構造である。   As shown in FIG. 5, the reinforcing structure 40 of the fourth embodiment includes a vertical steel material 22 and a lower horizontal steel material 24 added to the reinforcing structure 10 of the first embodiment, and a top steel material 12 (channel steel). Is added to the top steel material 32 (H-shaped steel), that is, the structure in which the reinforcing structure 20 of the second embodiment and the reinforcing structure 30 of the third embodiment are combined, and a covering steel plate 42 (exterior plate) is added. This is the structure.

覆い鋼板42は、スタッド44A、44Bによって補強構造40に取り付けられて、補強構造40における最外周面となっており、補強構造40を構成する鋼材14、22、24、32を外部から覆い隠すので、補強構造40を構成する鋼材14、22、24、32の腐食を抑制することができる。また、剛性防護柵90を構成するコンクリートの劣化も抑制することができる。覆い鋼板42を、スタッド44A、44Bを介して補強構造40に取り付ける際には、緩み脱落を確実に防止できる点および繰り返し使用をしても性能を維持できる点で、ハイパーロッドナット(登録商標)を用いることが好ましい。   The covering steel plate 42 is attached to the reinforcing structure 40 by the studs 44A and 44B and is the outermost peripheral surface of the reinforcing structure 40, and covers the steel materials 14, 22, 24 and 32 constituting the reinforcing structure 40 from the outside. Moreover, corrosion of the steel materials 14, 22, 24, and 32 constituting the reinforcing structure 40 can be suppressed. Moreover, deterioration of the concrete which comprises the rigid protection fence 90 can also be suppressed. When the covering steel plate 42 is attached to the reinforcing structure 40 via the studs 44A and 44B, the hyper rod nut (registered trademark) is capable of reliably preventing loosening and falling off and maintaining the performance even after repeated use. Is preferably used.

また、覆い鋼板42に、耐候性および美観の優れたラミネート鋼板やカラー鋼板等を用いることにより、補強構造40の美観を向上させ、かつ、その美観を長期にわたって維持することもできる。また、耐候性および美観の優れたラミネート鋼板やカラー鋼板等を用いることにより、現地での塗装が不要となるため、急速施工も可能となる。   Further, by using a laminated steel plate or a color steel plate having excellent weather resistance and aesthetics for the covering steel plate 42, the aesthetics of the reinforcing structure 40 can be improved and the aesthetics can be maintained for a long time. In addition, by using a laminated steel plate or a color steel plate having excellent weather resistance and aesthetic appearance, on-site painting is not required, and rapid construction is possible.

また、自動車排気ガス中の有害物質を分解する触媒を覆い鋼板42の外面に塗布することにより、大気中に放出される自動車排気ガス中の有害物質を低減させることができる。   Further, by covering the outer surface of the steel plate 42 with a catalyst that decomposes harmful substances in automobile exhaust gas, harmful substances in the automobile exhaust gas released into the atmosphere can be reduced.

また、図5においては、覆い鋼板42を1枚の鋼板として描いているが、覆い鋼板42は分割されていてもよく、この場合には、覆い鋼板42の一部のみを交換することが可能となる。覆い鋼板42を分割した構成とし、覆い鋼板42の一部のみを交換できるようにすることにより、損傷や腐食を受けた部分のみを交換することが可能となり、維持管理の費用を抑えることができる。   In FIG. 5, the covering steel plate 42 is drawn as a single steel plate, but the covering steel plate 42 may be divided. In this case, only a part of the covering steel plate 42 can be replaced. It becomes. Since the cover steel plate 42 is divided, and only a part of the cover steel plate 42 can be replaced, it is possible to replace only a damaged or corroded portion, thereby reducing maintenance costs. .

また、覆い鋼板42は鋼製であるが、覆い鋼板42に替えて、鋼製ではない部材を外装板として用いてもよい。例えば、プラスチックやFRP等で形成された板状の部材を外装板として用いてもよい。また、それらを混在して用いてもよい。   Moreover, although the covering steel plate 42 is made of steel, a member that is not made of steel may be used as the exterior plate instead of the covering steel plate 42. For example, a plate-like member formed of plastic, FRP, or the like may be used as the exterior plate. Moreover, you may mix and use them.

(第5実施形態の剛性防護柵の補強構造)
第1〜第4実施形態に係る剛性防護柵の補強構造で用いた頂部梁部材11、31は、頂部鋼材および上部水平鋼材の2つの部材で構成したが、本第5実施形態に係る剛性防護柵の補強構造50では、図6に示すように、頂部梁部材52を1つの部材(溝形鋼)で構成している。従って、頂部梁部材52の2つのフランジ部が挟み込み部を形成し、頂部梁部材52のウェブ部が連結部を形成している。
(Reinforcing structure of rigid protective fence of the fifth embodiment)
The top beam members 11 and 31 used in the reinforcing structure of the rigid protection fence according to the first to fourth embodiments are composed of two members, a top steel material and an upper horizontal steel material, but the rigid protection according to the fifth embodiment. In the reinforcement structure 50 of the fence, as shown in FIG. 6, the top beam member 52 is configured by one member (channel steel). Accordingly, the two flange portions of the top beam member 52 form a sandwiching portion, and the web portion of the top beam member 52 forms a connecting portion.

頂部梁部材52(溝形鋼)を剛性防護柵90の頂部90Aに取り付ける際は、頂部梁部材52と剛性防護柵90の頂部90Aとの間に接着剤を介在させるのがよい。接着剤を介在させることにより、剛性防護柵90の頂部90Aの側面に多少の凹凸があっても、頂部梁部材52の安定した取り付けを行うことが可能となるとともに、頂部梁部材52と剛性防護柵90との一体化がより強固になる。   When the top beam member 52 (grooved steel) is attached to the top portion 90 </ b> A of the rigid protective fence 90, an adhesive may be interposed between the top beam member 52 and the top portion 90 </ b> A of the rigid protective fence 90. By interposing the adhesive, the top beam member 52 can be stably attached even if there is some unevenness on the side surface of the top portion 90A of the rigid protection fence 90, and the top beam member 52 and the rigid protection fence 90 are protected. Integration with the fence 90 becomes stronger.

本第5実施形態に係る剛性防護柵の補強構造50では、頂部梁部材52を溝形鋼としたが、必要な剛度に合わせてH形鋼としてもよく、また、形鋼ではなく鋼板からビルドアップして作製した鋼部材としてもよい。   In the reinforcing structure 50 of the rigid protective fence according to the fifth embodiment, the top beam member 52 is a grooved steel, but it may be an H-shaped steel according to the required rigidity, and is built from a steel plate instead of a shaped steel. It is good also as the steel member produced by raising.

なお、頂部梁部材52を鋼製としたが、頂部梁部材52の材質は鋼に限定されるわけではなく、鋼製ではない部材を用いてもよい。例えば、コンクリート、高強度プラスチック、FRP等で形成された部材を用いてもよい。また、それらを混在して用いてもよい。   Although the top beam member 52 is made of steel, the material of the top beam member 52 is not limited to steel, and a member that is not made of steel may be used. For example, a member formed of concrete, high-strength plastic, FRP, or the like may be used. Moreover, you may mix and use them.

また、頂部梁部材52は、道路に沿う方向に所定の長さに分割しておき、連結材およびボルト等を用いて道路に沿う方向に機械的に連結させた構成としておくことが好ましい。このような構成とすることにより、車両の衝突により損傷を受けた頂部梁部材52のみを交換することが可能となり、車両の衝突後の復旧費用を低減させることができる。   The top beam member 52 is preferably divided into a predetermined length in the direction along the road and mechanically connected in the direction along the road using a connecting material, bolts, and the like. By adopting such a configuration, it becomes possible to replace only the top beam member 52 damaged by the collision of the vehicle, and the recovery cost after the collision of the vehicle can be reduced.

(第6実施形態の剛性防護柵の補強構造)
第1〜第5実施形態に係る剛性防護柵の補強構造で用いた頂部梁部材11、31、52は1つまたは2つの部材で構成したが、本第6実施形態に係る剛性防護柵の補強構造60では、図7に示すように、頂部梁部材61を3つの部材(2つの山形鋼62、64と板状の連結鋼材66)で構成している。
(Reinforcing structure of rigid guard fence of sixth embodiment)
The top beam members 11, 31, 52 used in the reinforcing structure of the rigid guard fence according to the first to fifth embodiments are configured by one or two members, but the rigid guard fence according to the sixth embodiment is reinforced. In the structure 60, as shown in FIG. 7, the top beam member 61 is composed of three members (two angle steels 62 and 64 and a plate-like connecting steel material 66).

2つの山形鋼62、64の水平方向の板状部には長孔になっている貫通孔(図示せず)が設けられており、剛性防護柵90の頂部90Aの厚さに合わせて取り付け位置を調整しながら2つの山形鋼62、64を連結鋼材66にボルト68で取り付けられるようになっている。このため、本第6実施形態に係る剛性防護柵の補強構造60では、2つの山形鋼62、64の上下方向の板状部の間に剛性防護柵90の頂部90Aを挟み込むことができるようになっており、2つの山形鋼62、64を板状の連結鋼材66に取り付けながら、補強構造60の全体を剛性防護柵90の頂部90Aに取り付けることができるようになっている。   The horizontal plate-like portions of the two angle steels 62 and 64 are provided with through holes (not shown) that are elongated holes, and are attached in accordance with the thickness of the top 90A of the rigid protective fence 90. The two angle steels 62 and 64 can be attached to the connecting steel material 66 with bolts 68 while adjusting. For this reason, in the rigid guard fence reinforcing structure 60 according to the sixth embodiment, the top part 90A of the rigid guard fence 90 can be sandwiched between the plate-like parts of the two angle steels 62 and 64 in the vertical direction. Thus, the entire reinforcing structure 60 can be attached to the top 90 </ b> A of the rigid protective fence 90 while attaching the two angle steels 62 and 64 to the plate-like connecting steel member 66.

なお、頂部梁部材61と剛性防護柵90の頂部90Aとの間には、第1実施形態の補強構造10と同様に、形状追従性のあるシート材料や接着剤等を介在させてもよい。   In addition, like the reinforcement structure 10 of 1st Embodiment, you may interpose a sheet material, an adhesive agent, etc. with shape followability between the top beam member 61 and the top part 90A of the rigid protection fence 90. FIG.

また、頂部梁部材61を鋼製としたが、頂部梁部材61の材質は鋼に限定されるわけではなく、鋼製ではない部材を用いてもよい。例えば、コンクリート、高強度プラスチック、FRP等で形成された部材を用いてもよい。また、それらを混在して用いてもよい。   Further, although the top beam member 61 is made of steel, the material of the top beam member 61 is not limited to steel, and a member that is not made of steel may be used. For example, a member formed of concrete, high-strength plastic, FRP, or the like may be used. Moreover, you may mix and use them.

(本発明の補強対象となり得る剛性防護柵)
以上説明してきた第1〜第6実施形態に係る剛性防護柵の補強構造では、補強対象の剛性防護柵90を直壁型(柵の両側面が地面に対して90度の垂直面である剛性防護柵)としたが、本発明の補強対象となり得る剛性防護柵は直壁型に限られず、柵の側面が地面に対して傾斜していている剛性防護柵(例えば、柵の側面が傾斜面である単スロープ型やフロリダ型の剛性防護柵)であっても本発明の補強対象となり得る。
(Rigid protective fence that can be reinforced in the present invention)
In the reinforcement structure of the rigid protective fence according to the first to sixth embodiments described above, the rigid protective fence 90 to be reinforced is a straight wall type (the rigidity in which both sides of the fence are vertical surfaces of 90 degrees with respect to the ground). However, the rigid protective fence that can be reinforced in the present invention is not limited to the straight wall type, and the rigid protective fence in which the side of the fence is inclined with respect to the ground (for example, the side of the fence is inclined) Even a single slope type or Florida type rigid protective fence) can be a reinforcement target of the present invention.

柵の側面が水平面に対して傾斜していている剛性防護柵に対して第1〜第6実施形態に係る補強構造を適用する場合は、柵の頂部の側面と挟み込み部との間に傾斜による隙間が生じる。したがって、この場合には、その隙間を埋めるためのスペーサを剛性防護柵の頂部の側面と挟み込み部との間に介在させることにより、第1〜第6実施形態に係る補強構造を適用することができる。   When the reinforcement structure according to the first to sixth embodiments is applied to the rigid protective fence in which the side surface of the fence is inclined with respect to the horizontal plane, the inclination is between the side surface of the top portion of the fence and the sandwiching portion. A gap is created. Therefore, in this case, the reinforcing structure according to the first to sixth embodiments can be applied by interposing a spacer for filling the gap between the side surface of the top portion of the rigid protective fence and the sandwiching portion. it can.

あるいは、剛性防護柵の側面の水平面に対する傾斜に合うような挟み込み部を設けた部材を作製して、補強構造に用いてもよい。図8はその一例を示す図であり、単スロープ型の剛性防護柵96の頂部96Aに頂部梁部材72を設けた補強構造70(第7実施形態の剛性防護柵の補強構造)を示す。頂部梁部材72のフランジ部72A、72Bは、剛性防護柵96の頂部96Aの側面の傾斜に合わせて作製されている。   Or you may produce the member which provided the clamping part which suits the inclination with respect to the horizontal surface of the side surface of a rigid protection fence, and may use it for a reinforcement structure. FIG. 8 is a diagram showing an example thereof, and shows a reinforcing structure 70 (the reinforcing structure of the rigid protective fence of the seventh embodiment) in which the top beam member 72 is provided on the top 96A of the single slope type rigid protective fence 96. FIG. The flange portions 72 </ b> A and 72 </ b> B of the top beam member 72 are made in accordance with the inclination of the side surface of the top portion 96 </ b> A of the rigid guard fence 96.

また、第1実施形態の補強構造10における挟み込み部は、頂部鋼材12の道路側フランジ部12Bと上部水平鋼材14の上下方向の板状部14Bであり、第3実施形態の補強構造30における挟み込み部は、頂部鋼材32の道路側フランジ部と上部水平鋼材14の上下方向の板状部14Bであり、第6実施形態の補強構造60における挟み込み部は、山形鋼62の上下方向の板状部と山形鋼64の上下方向の板状部であるが、これらの挟み込み部を剛性防護柵96の頂部96Aの側面の傾斜に合うように頂部梁部材を作製して、剛性防護柵96の補強に用いることもできる。   Further, the sandwiching portions in the reinforcing structure 10 of the first embodiment are the road-side flange portion 12B of the top steel member 12 and the vertical plate-like portion 14B of the upper horizontal steel member 14, and the sandwiching portion in the reinforcing structure 30 of the third embodiment. The portion is a road-side flange portion of the top steel material 32 and the vertical plate-like portion 14B of the upper horizontal steel material 14, and the sandwiching portion in the reinforcing structure 60 of the sixth embodiment is a vertical plate-like portion of the angle steel 62 In order to reinforce the rigid protective fence 96, a top beam member is prepared so that these sandwiched portions match the inclination of the side surface of the top 96A of the rigid protective fence 96. It can also be used.

第1実施形態の補強構造10を剛性防護柵96の補強に用いることができるように変形させた変形例である補強構造10Aを図9に示し、第3実施形態の補強構造30を剛性防護柵96の補強に用いることができるように変形させた変形例である補強構造30Aを図10に示し、第6実施形態の補強構造60を剛性防護柵96の補強に用いることができるように変形させた変形例である補強構造60Aを図11に示す。図9において符号11Aが補強構造10Aにおける頂部梁部材を示し、図10において符号31Aが補強構造30Aにおける頂部梁部材を示し、図11において符号61Aが補強構造60Aにおける頂部梁部材を示す。   FIG. 9 shows a reinforcing structure 10A which is a modified example in which the reinforcing structure 10 of the first embodiment can be used to reinforce the rigid protective fence 96, and the reinforcing structure 30 of the third embodiment is replaced with the rigid protective fence. FIG. 10 shows a reinforcing structure 30A that is a modified example that can be used for reinforcing 96, and the reinforcing structure 60 of the sixth embodiment is modified so that it can be used for reinforcing the rigid protective fence 96. A reinforcing structure 60A which is a modified example is shown in FIG. 9, reference numeral 11A indicates a top beam member in the reinforcing structure 10A, reference numeral 31A indicates a top beam member in the reinforcing structure 30A, and reference numeral 61A in FIG. 11 indicates a top beam member in the reinforcing structure 60A.

(本発明に係る補強構造に適用可能な頂部梁部材)
本発明に係る補強構造に適用可能な頂部梁部材は、第1〜第7実施形態に係る剛性防護柵の補強構造における頂部梁部材11、11A、31、31A、52、61、61A、72に限定されず、剛性防護柵の頂部の両側面を挟み込むように対向する挟み込み部、および該対向する挟み込み部同士を連結し、その少なくとも一部が前記剛性防護柵の上面に配置された連結部を有し、かつ、必要な剛度を有していれば、形状は特に限定されない。
(Top beam member applicable to reinforcing structure according to the present invention)
The top beam members applicable to the reinforcing structure according to the present invention are the top beam members 11, 11A, 31, 31A, 52, 61, 61A, 72 in the rigid guard fence reinforcing structure according to the first to seventh embodiments. There is no limitation, and the sandwiching portions facing each other so as to sandwich both side surfaces of the top portion of the rigid protection fence, and the sandwiching portions facing each other are connected, and at least a part of the connection portion is disposed on the top surface of the rigid protection fence. The shape is not particularly limited as long as it has the required rigidity.

(数値解析シミュレーション)
第3実施形態の変形例である補強構造34と同様の補強構造である補強構造80を用いて補強した剛性防護柵および補強前の剛性防護柵について、有限要素法を用いた数値解析シミュレーションを行い、補強効果の確認を行った。
(Numerical analysis simulation)
A numerical analysis simulation using a finite element method is performed on a rigid guard fence reinforced with a reinforcement structure 80 that is the same reinforcement structure as the reinforcement structure 34 that is a modification of the third embodiment and a rigid guard fence before reinforcement. The reinforcement effect was confirmed.

数値解析シミュレーションを行った補強前および補強後の剛性防護柵100の横断面図を、図12および図13にそれぞれ示す。   Cross-sectional views of the rigid protective fence 100 before and after reinforcement subjected to the numerical analysis simulation are shown in FIGS. 12 and 13, respectively.

補強に用いた補強構造80は、頂部梁部材81(頂部鋼材82および上部水平鋼材84)、ならびに補剛鋼板86で構成されている。頂部鋼材82の形状はH形で、ウェブ部の幅および厚さがそれぞれ260mmおよび22mmであり、フランジ部の幅および厚さがそれぞれ200mmおよび22mmである。上部水平鋼材84は山形の鋼材であり、水平方向の板状部の幅および厚さはそれぞれ100mmおよび22mmであり、上下方向の板状部の幅および厚さはそれぞれ100mmおよび22mmである。補剛鋼板86は300mmピッチで設けられており、補剛鋼板86の厚さは22mmであり、また、補剛鋼板86の平面形状は図14に示す通りである。   The reinforcing structure 80 used for reinforcement is composed of a top beam member 81 (a top steel member 82 and an upper horizontal steel member 84) and a stiffened steel plate 86. The shape of the top steel member 82 is H-shaped, the width and thickness of the web portion are 260 mm and 22 mm, respectively, and the width and thickness of the flange portion are 200 mm and 22 mm, respectively. The upper horizontal steel material 84 is an angle steel material, the width and thickness of the plate portion in the horizontal direction are 100 mm and 22 mm, respectively, and the width and thickness of the plate portion in the vertical direction are 100 mm and 22 mm, respectively. The stiffened steel plate 86 is provided at a pitch of 300 mm, the thickness of the stiffened steel plate 86 is 22 mm, and the planar shape of the stiffened steel plate 86 is as shown in FIG.

用いた衝突条件は、「車両用防護柵標準仕様・同解説(平成16年3月、社団法人日本道路協会発行)」に記載された種別SB(25t車が時速65kmで、剛性防護柵の壁面に対して、15度の角度で衝突する条件)を用いた。   The collision conditions used were the type SB described in “Standard specifications for vehicle guard fences / comment (published by the Japan Road Association in March 2004)” (25t vehicle is 65km / h, rigid guard fence wall surface) In contrast, the condition of collision at an angle of 15 degrees was used.

数値解析シミュレーションの結果を次の表1に記す。   The results of the numerical analysis simulation are shown in Table 1 below.

Figure 0005835371
Figure 0005835371

表1に示すように、補強前の換算有効幅は4.27mであるのに対し、補強後の換算有効幅は5.68mであり、補強後の換算有効幅は補強前の1.3倍程度に増加しており、車両の衝突による衝撃力を、補強後は補強前よりも広い範囲で分担できるようになっている。したがって、数値解析シミュレーションの結果から、種別SBの衝突条件に対して、補強により安全性が向上したことが示されている。   As shown in Table 1, the converted effective width before reinforcement is 4.27 m, whereas the converted effective width after reinforcement is 5.68 m, and the converted effective width after reinforcement is 1.3 times that before reinforcement. The impact force due to the collision of the vehicle can be shared in a wider range after reinforcement than before reinforcement. Therefore, the result of the numerical analysis simulation shows that the safety is improved by the reinforcement against the collision condition of the type SB.

10、10A、20、30、30A、34、40、50、60、60A、70、80…補強構造
11、11A、31、31A、52、61、61A、72、81…頂部梁部材
12、32、82…頂部鋼材
12A…ウェブ部
12B…道路側フランジ部
14、84…上部水平鋼材
14A…水平方向の板状部
14B…上下方向の板状部
16A、68…ボルト
16B…ナット
22…上下方向吊鋼材
24…下部水平鋼材
36…補剛部材
42…覆い鋼板
44A、44B…スタッド
62、64…山形鋼
66…連結鋼材
72A、72B…フランジ部
86…補剛鋼板
90、96、100…剛性防護柵
90A、96A…頂部
92、102…地覆
94…床版
10, 10A, 20, 30, 30A, 34, 40, 50, 60, 60A, 70, 80 ... Reinforcement structure 11, 11A, 31, 31A, 52, 61, 61A, 72, 81 ... Top beam member 12, 32 , 82: Top steel material 12A ... Web portion 12B ... Road side flange portion 14, 84 ... Upper horizontal steel material 14A ... Horizontal plate-like portion 14B ... Vertical plate-like portion 16A, 68 ... Bolt 16B ... Nut 22 ... Vertical direction Suspended steel material 24 ... Lower horizontal steel material 36 ... Stiffening member 42 ... Covered steel plate 44A, 44B ... Stud 62, 64 ... Angle steel 66 ... Connecting steel material 72A, 72B ... Flange part 86 ... Stiffened steel plate 90, 96, 100 ... Stiff protection Fence 90A, 96A ... Top 92, 102 ... Ground cover 94 ... Floor slab

Claims (13)

道路に沿って立設された剛性防護柵の補強構造であって、
前記剛性防護柵の頂部の両側面を挟み込むように対向する挟み込み部、および該対向する挟み込み部同士を連結する連結部を有する頂部梁部材を備えてなり、
前記頂部梁部材の前記連結部はその少なくとも一部が前記剛性防護柵の上面に配置されており、
前記頂部梁部材の前記挟み込み部が前記剛性防護柵の頂部の両側面を直接または間接に挟み込むことによって、前記頂部梁部材が前記剛性防護柵の頂部に取り付けられており、
前記頂部梁部材は、第1の梁部材および第2の梁部材を備えてなり、前記第1の梁部材は上下方向の板状部および水平方向の板状部を有し、また、前記第2の梁部材は上下方向の板状部および水平方向の板状部を有し、
前記頂部梁部材の前記挟み込み部は、前記第1の梁部材の前記上下方向の板状部および前記第2の梁部材の前記上下方向の板状部からなり、
前記頂部梁部材の前記連結部は、前記第1の梁部材の前記水平方向の板状部および前記第2の梁部材の前記水平方向の板状部の少なくとも一部を有してなることを特徴とする剛性防護柵の補強構造。
It is a reinforcement structure of a rigid protective fence erected along the road,
A top beam member having a sandwiching portion opposed so as to sandwich both side surfaces of the top of the rigid protective fence, and a connecting portion coupling the opposed sandwiching portions to each other;
At least a part of the connecting portion of the top beam member is disposed on the upper surface of the rigid guard fence,
The top beam member is attached to the top of the rigid protection fence by directly or indirectly sandwiching both side surfaces of the top of the rigid protection fence with the sandwiching portion of the top beam member ,
The top beam member includes a first beam member and a second beam member, and the first beam member includes a vertical plate-like portion and a horizontal plate-like portion, and The two beam members have a vertical plate-like portion and a horizontal plate-like portion,
The sandwiched portion of the top beam member includes the vertical plate-like portion of the first beam member and the vertical plate-like portion of the second beam member,
The connecting portion of the top beam member includes at least a part of the horizontal plate-like portion of the first beam member and the horizontal plate-like portion of the second beam member. Reinforced structure of the rigid protective fence that is characteristic.
道路に沿って立設された剛性防護柵の補強構造であって、
前記剛性防護柵の頂部の両側面を挟み込むように対向する挟み込み部、および該対向する挟み込み部同士を連結する連結部を有する頂部梁部材を備えてなり、
前記頂部梁部材の前記連結部はその少なくとも一部が前記剛性防護柵の上面に配置されており、
前記頂部梁部材の前記挟み込み部が前記剛性防護柵の頂部の両側面を直接または間接に挟み込むことによって、前記頂部梁部材が前記剛性防護柵の頂部に取り付けられており、
前記頂部梁部材は、第1の梁部材および第2の梁部材を備えてなり、前記第1の梁部材は前記剛性防護柵の側面に沿う板状部および水平方向の板状部を有し、また、前記第2の梁部材は前記剛性防護柵の側面に沿う板状部および水平方向の板状部を有し、
前記頂部梁部材の前記挟み込み部は、前記第1の梁部材の前記剛性防護柵の側面に沿う板状部および前記第2の梁部材の前記剛性防護柵の側面に沿う板状部からなり、
前記頂部梁部材の前記連結部は、前記第1の梁部材の前記水平方向の板状部および前記第2の梁部材の前記水平方向の板状部の少なくとも一部を有してなることを特徴とする剛性防護柵の補強構造。
It is a reinforcement structure of a rigid protective fence erected along the road,
A top beam member having a sandwiching portion opposed so as to sandwich both side surfaces of the top of the rigid protective fence, and a connecting portion coupling the opposed sandwiching portions to each other;
At least a part of the connecting portion of the top beam member is disposed on the upper surface of the rigid guard fence,
The top beam member is attached to the top of the rigid protection fence by directly or indirectly sandwiching both side surfaces of the top of the rigid protection fence with the sandwiching portion of the top beam member ,
The top beam member includes a first beam member and a second beam member, and the first beam member has a plate-like portion and a horizontal plate-like portion along a side surface of the rigid protective fence. The second beam member has a plate-like portion and a horizontal plate-like portion along the side surface of the rigid guard fence,
The sandwiched portion of the top beam member includes a plate-like portion along the side surface of the rigid guard fence of the first beam member and a plate-like portion along the side surface of the rigid guard fence of the second beam member,
The connecting portion of the top beam member includes at least a part of the horizontal plate-like portion of the first beam member and the horizontal plate-like portion of the second beam member. Reinforced structure of the rigid protective fence that is characteristic.
前記頂部梁部材の前記連結部は、前記第1の梁部材の前記水平方向の板状部および前記第2の梁部材の前記水平方向の板状部を連結する連結部材をさらに有してなることを特徴とする請求項1または2に記載の剛性防護柵の補強構造。 The connecting portion of the top beam member further includes a connecting member that connects the horizontal plate-like portion of the first beam member and the horizontal plate-like portion of the second beam member. The reinforcing structure for a rigid protective fence according to claim 1 or 2 , wherein 前記頂部梁部材はH形の部材を有してなり、
前記頂部梁部材の前記挟み込み部の少なくとも一方は前記H形の部材のフランジ部であり、また、前記頂部梁部材の前記連結部の少なくとも一部は前記H形の部材のウェブ部であることを特徴とする請求項1〜のいずれかに記載の剛性防護柵の補強構造。
The top beam member comprises an H-shaped member;
At least one of the sandwiched portions of the top beam member is a flange portion of the H-shaped member, and at least a part of the connecting portion of the top beam member is a web portion of the H-shaped member. The reinforcing structure for a rigid protective fence according to any one of claims 1 to 3 .
道路に沿って立設された剛性防護柵の補強構造であって、
前記剛性防護柵の頂部の両側面を挟み込むように対向する挟み込み部、および該対向する挟み込み部同士を連結する連結部を有する頂部梁部材を備えてなり、
前記頂部梁部材の前記連結部はその少なくとも一部が前記剛性防護柵の上面に配置されており、
前記頂部梁部材の前記挟み込み部が前記剛性防護柵の頂部の両側面を直接または間接に挟み込むことによって、前記頂部梁部材が前記剛性防護柵の頂部に取り付けられており、
前記頂部梁部材はH形の部材を有してなり、
前記頂部梁部材の前記挟み込み部の少なくとも一方は前記H形の部材のフランジ部であり、また、前記頂部梁部材の前記連結部の少なくとも一部は前記H形の部材のウェブ部であることを特徴とする剛性防護柵の補強構造。
It is a reinforcement structure of a rigid protective fence erected along the road,
A top beam member having a sandwiching portion opposed so as to sandwich both side surfaces of the top of the rigid protective fence, and a connecting portion coupling the opposed sandwiching portions to each other;
At least a part of the connecting portion of the top beam member is disposed on the upper surface of the rigid guard fence,
The top beam member is attached to the top of the rigid protection fence by directly or indirectly sandwiching both side surfaces of the top of the rigid protection fence with the sandwiching portion of the top beam member ,
The top beam member comprises an H-shaped member;
At least one of the sandwiched portions of the top beam member is a flange portion of the H-shaped member, and at least a part of the connecting portion of the top beam member is a web portion of the H-shaped member. Reinforced structure of the rigid protective fence that is characteristic.
前記H形の部材のウェブ部と前記H形の部材のフランジ部とに連結された補剛部材がさらに設けられていることを特徴とする請求項4または5に記載の剛性防護柵の補強構造。 The reinforcing structure for a rigid protective fence according to claim 4 or 5 , further comprising a stiffening member connected to a web portion of the H-shaped member and a flange portion of the H-shaped member. . 前記剛性防護柵の両側面のうち、少なくとも一方の側面は水平面とのなす角が70°以上90°未満であることを特徴とする請求項1〜のいずれかに記載の剛性防護柵の補強構造。 The reinforcement of the rigid protective fence according to any one of claims 1 to 6 , wherein at least one of the two side faces of the rigid protective fence has an angle with a horizontal plane of 70 ° or more and less than 90 °. Construction. 前記道路に沿って地覆が設けられており、
前記剛性防護柵は前記地覆の上方に設けられていることを特徴とする請求項1〜のいずれかに記載の剛性防護柵の補強構造。
A ground cover is provided along the road,
The rigid protective fence reinforcing structure according to any one of claims 1 to 7 , wherein the rigid protective fence is provided above the ground cover.
前記道路は床版を備えた道路であり、
また、前記剛性防護柵の側面に沿って上下方向に配置されており、かつ、上部が前記頂部梁部材と連結している上下方向吊部材と、
前記床版の横断方向端部の側面に沿って配置されており、かつ、水平方向に延びる下部水平部材と、
をさらに備え、
前記上下方向吊部材の下部は、前記下部水平部材に連結されていることを特徴とする請求項1〜のいずれかに記載の剛性防護柵の補強構造。
The road is a road with a floor slab,
Also, a vertical suspension member that is disposed in the vertical direction along the side surface of the rigid protective fence, and the upper part is connected to the top beam member,
A lower horizontal member that is disposed along a side surface of a transverse end of the floor slab and extends in a horizontal direction;
Further comprising
The reinforcing structure of the rigid protection fence according to any one of claims 1 to 8 , wherein a lower part of the vertical suspension member is connected to the lower horizontal member.
前記頂部梁部材は、その一部を切り離して交換可能であることを特徴とする請求項1〜のいずれかに記載の剛性防護柵の補強構造。 The reinforcing structure for a rigid protective fence according to any one of claims 1 to 9 , wherein the top beam member is replaceable by cutting a part of the top beam member. 前記頂部梁部材は鋼製であることを特徴とする請求項1〜10のいずれかに記載の剛性防護柵の補強構造。   The said top beam member is steel, The reinforcement structure of the rigid protection fence in any one of Claims 1-10 characterized by the above-mentioned. 請求項1〜11のいずれかに記載の剛性防護柵の補強構造において、前記剛性防護柵の両側面および上面に沿って外装板が配置されており、前記外装板が当該補強構造における最外周面となっていることを特徴とする剛性防護柵の補強構造。   In the reinforcement structure of the rigid protection fence in any one of Claims 1-11, the exterior board is arrange | positioned along the both sides | surfaces and upper surface of the said rigid protection fence, The said exterior board is the outermost peripheral surface in the said reinforcement structure Reinforced structure of rigid protective fence, characterized by 前記外装板は分割されており、前記外装板の一部のみを交換できることを特徴とする請求項12に記載の剛性防護柵の補強構造。   The reinforcing structure of the rigid protective fence according to claim 12, wherein the exterior plate is divided, and only a part of the exterior plate can be replaced.
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