JP2016191203A - Mounting structure of outer plate to rigid guard fence - Google Patents

Mounting structure of outer plate to rigid guard fence Download PDF

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JP2016191203A
JP2016191203A JP2015070461A JP2015070461A JP2016191203A JP 2016191203 A JP2016191203 A JP 2016191203A JP 2015070461 A JP2015070461 A JP 2015070461A JP 2015070461 A JP2015070461 A JP 2015070461A JP 2016191203 A JP2016191203 A JP 2016191203A
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plate
protective fence
beam member
rigid
rigid protective
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JP6376021B2 (en
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晋也 能登
Shinya Noto
晋也 能登
康 稲村
Yasushi Inamura
康 稲村
弘明 志賀
Hiroaki Shiga
弘明 志賀
道人 福島
Michito Fukushima
道人 福島
康文 河村
Yasufumi Kawamura
康文 河村
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JFE Engineering Corp
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JFE Engineering Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a mounting structure of an outer plate to a rigid guard fence capable of stably mounting an outer plate to a rigid guard fence in a short construction period at a low cost.SOLUTION: A top beam member 11 includes: a gripping part which grips both sides of a top part 90A of a rigid guard fence 90; a connection part which is disposed above the top part 90A of the rigid guard fence 90 to connect opposite gripping parts; and a rise-up part which is vertically disposed above the connection part, extends in a direction along a road, and is connected to a connection part. The top beam member 11 is attached to the rigid guard fence 90 by means of an anchor which is embedded in the top part 90A of the rigid guard fence 90. An outer plate 42 is attached to the rise-up part and is disposed along at least the side face of the rigid guard fence 90 among the side face and the upper plane thereof.SELECTED DRAWING: Figure 7

Description

本発明は、剛性防護柵への外装板の取り付け構造に関する。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 attaching an exterior plate to 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、剛性防護柵についても建設から数十年を経過したものが増えてきている。   On the other hand, many automobile roads such as the Metropolitan Expressway have passed several decades since construction, and the number of rigid protective fences that have passed decades since construction has increased.

このため、耐候性や景観性の観点から剛性防護柵に何らかの対応を行うことが求められるようになってきており、対応のひとつとして、剛性防護柵に外装板を設置することが考えられている。   For this reason, from the viewpoint of weather resistance and landscape, it is required to take some measures against the rigid protective fence, and as one of the countermeasures, it is considered to install an exterior plate on the rigid protective fence. .

具体的には、特許文献1、2では、アンカーボルトで剛性防護柵の両側面に外装板を取り付けることが提案されている。また、特許文献3では、一端が床版外側に係止され他端が外側主桁のウェブ部内側面に係止された化粧板を用いることが提案されている。   Specifically, Patent Documents 1 and 2 suggest that an exterior plate is attached to both side surfaces of a rigid protective fence with anchor bolts. Patent Document 3 proposes using a decorative plate having one end locked to the outside of the floor slab and the other end locked to the inner side surface of the web portion of the outer main girder.

しかしながら、特許文献1、2に記載の技術では、補強板の取り付けにおいて、既存壁体を貫通するボルトを高さ方向に多段にわたって多数用いており、既存壁体の内部に配置されている鉄筋のほぼ全て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, in the techniques described in Patent Documents 1 and 2, a large number of bolts penetrating the existing wall body are used in the height direction in attaching the reinforcing plate, and the reinforcing bars disposed inside the existing wall body are used. It is necessary to search almost everything on-site, which increases the construction period and the construction cost.

また、特許文献3に記載の技術で用いる化粧板は、一端が床版外側に係止され他端が外側主桁のウェブ部内側面に係止されるような大きなものであり、大がかりな施工が必要となる。   In addition, the decorative board used in the technique described in Patent Document 3 is large such that one end is locked to the outer side of the floor slab and the other end is locked to the inner side surface of the web portion of the outer main girder. Necessary.

特許第4735223号公報Japanese Patent No. 4735223 特開2002−227134号公報JP 2002-227134 A 特開平11−100811号公報JP-A-11-100811

本発明は、かかる状況に鑑みてなされたものであって、剛性防護柵に外装板を、短工期かつ低コストで、安定的に取り付けることが可能な剛性防護柵への外装板の取り付け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 has a structure for attaching an exterior plate to a rigid protective fence that can be stably attached at a short construction period and at a low cost. The issue is to provide.

本発明は、以下の剛性防護柵への外装板の取り付け構造により、前記課題を解決したものである。   This invention solves the said subject with the attachment structure of the exterior board to the following rigid protection fences.

即ち、本発明に係る剛性防護柵への外装板の取り付け構造は、道路に沿って立設された剛性防護柵への外装板の取り付け構造であって、該剛性防護柵の頂部に設けられて前記道路に沿う方向に延びる頂部梁部材と、該頂部梁部材に取り付けられた外装板と、を備えてなり、前記頂部梁部材は、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と、前記剛性防護柵の頂部よりも上方に配置されて前記対向する挟み込み部同士を連結する連結部と、前記連結部よりも上方に立設されて前記道路に沿う方向に延び、かつ、前記連結部に連結されている立設部と、を有し、かつ、前記頂部梁部材は、前記剛性防護柵の頂部に埋め込まれたアンカーによって前記剛性防護柵に取り付けられており、前記外装板は前記立設部に取り付けられていて、前記剛性防護柵の側面および上面のうち少なくとも側面に沿うように配置されていることを特徴とする剛性防護柵への外装板の取り付け構造である。   In other words, the mounting structure of the exterior plate to the rigid guard fence according to the present invention is a structure of attaching the exterior plate to the rigid guard fence erected along the road, and is provided at the top of the rigid guard fence. A top beam member extending in a direction along the road; and an exterior plate attached to the top beam member, and the top beam member is opposed to sandwich both side surfaces of the top of the rigid protective fence. A sandwiching portion, a connecting portion that is disposed above the top of the rigid protective fence and connects the opposing sandwiching portions, a standing portion that is located above the connecting portion and extends along the road, and The top beam member is attached to the rigid guard fence by an anchor embedded in the top of the rigid guard fence, and the exterior The plate is attached to the standing part Have been a mounting structure of the outer plate to the rigid guard fence, characterized by being arranged along at least the side surface of the side and upper surfaces of said rigid guard fence.

なお、本願において「道路に沿う方向」とは「道路の延びる方向」のことであり、両者は同一の方向を意味している。また、本願において、剛性防護柵は道路に沿って立設されているので、「剛性防護柵の延びる方向」は、「道路に沿う方向」および「道路の延びる方向」と同一の方向である。   In addition, in this application, "the direction along a road" is a "direction where a road extends", and both mean the same direction. In the present application, since the rigid protective fence is erected along the road, the “direction in which the rigid protective fence extends” is the same direction as the “direction along the road” and the “direction in which the road extends”.

また、「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ができる部位のことである。ここで、「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。   In addition, the “top portion of the rigid protection fence” is a portion of the upper end portion including the upper surface among the rigid protection fence portions, and the sandwiched portions of the top beam member are directly or indirectly on both sides of the portion. It is a part that can be sandwiched between. Here, “directly or indirectly sandwiching” is a concept that includes not only direct contact and sandwiching but also sandwiching, for example, a sheet material having shape followability.

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。   The rigid guard fences erected along the road are often erected at the transverse end of the road or at the median strip.

前記剛性防護柵への外装板の取り付け構造において、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、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を有してなり、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ように構成してもよい。   In the mounting structure of the exterior plate to the rigid protective fence, 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 portion. The second beam member has a vertical plate-like portion and a horizontal plate-like portion, and the sandwiched portion of the top beam member is formed by the first beam member. The vertical plate-like portion and the vertical plate-like portion of the second beam member are provided, and the connecting portion of the top beam member is the horizontal plate of the first beam member. You may comprise so that it may have at least one part of the said horizontal direction plate-shaped part of a shape part and a said 2nd beam member.

また、前記剛性防護柵への外装板の取り付け構造において、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両側面のうちの一方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両側面のうちの他方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の梁部材の前記一方の側面に沿う板状部および前記第2の梁部材の前記他方の側面に沿う板状部を有してなり、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ように構成してもよい。   Further, in the structure for attaching the exterior plate to the rigid guard fence, the top beam member includes a first beam member and a second beam member, and the first beam member is on both sides of the rigid guard fence. A plate-like portion along one side surface of the surface and a plate-like portion in the horizontal direction, and the second beam member is a plate-like portion along the other side surface of the both sides of the rigid protective fence. And a horizontal plate-like portion, and the sandwiching portion of the top beam member is formed on the plate-like portion along the one side surface of the first beam member and the other side surface of the second beam member. And the connecting portion of the top beam member includes a horizontal plate-like portion of the first beam member and a horizontal plate-like portion of the second beam member. You may comprise so that it may have at least one part.

前記剛性防護柵への外装板の取り付け構造においては、安全性を確認した上で、前記アンカーを前記剛性防護柵の頂部に1列に設け、かつ、隣り合う前記アンカー同士の間隔を500mm以上1500mm以下としてもよい。   In the mounting structure of the exterior plate to the rigid protective fence, after confirming safety, the anchors are provided in a row at the top of the rigid protective fence, and the interval between adjacent anchors is 500 mm or more and 1500 mm. It is good also as follows.

前記連結部に、前記剛性防護柵の延びる方向に長くなっている長孔を上下方向に貫通するように設け、前記アンカーが前記長孔を挿通しているように構成してもよい。   A long hole extending in the extending direction of the rigid guard fence may be provided in the connecting portion so as to penetrate vertically, and the anchor may be inserted through the long hole.

前記連結部よりも上方に立設されて、かつ、前記道路に沿う方向と略直交するように配置された板状の補強部をさらに備えさせ、該板状の補強部が前記連結部および前記立設部と連結されているように前記剛性防護柵への外装板の取り付け構造を構成してもよい。   A plate-like reinforcing portion that is erected above the connecting portion and is disposed so as to be substantially orthogonal to the direction along the road is further provided, and the plate-like reinforcing portion includes the connecting portion and the connecting portion. You may comprise the attachment structure of the exterior board to the said rigid protection fence so that it may be connected with the standing part.

ここで、前記立設部は道路に沿う方向に延びているので、前記道路に沿う方向と略直交するように配置された板状の補強部は、前記立設部と略直交している。   Here, since the standing portion extends in a direction along the road, the plate-like reinforcing portion disposed so as to be substantially orthogonal to the direction along the road is substantially orthogonal to the standing portion.

前記板状の補強部に前記道路に沿う方向と略平行な方向に貫通孔を設け、該貫通孔にワイヤを挿通するように前記剛性防護柵への外装板の取り付け構造を構成してもよい。   The plate-shaped reinforcing portion may be provided with a through hole in a direction substantially parallel to the direction along the road, and a structure for attaching the exterior plate to the rigid protective fence may be configured so that a wire is inserted into the through hole. .

前記連結部に上下方向に移動可能な高さ調整部材を取り付け、該高さ調整部材の下端が前記連結部の下端よりも下方に突出可能であるように前記剛性防護柵への外装板の取り付け構造を構成してもよい。   A height adjusting member that is movable in the vertical direction is attached to the connecting portion, and the exterior plate is attached to the rigid protective fence so that the lower end of the height adjusting member can protrude below the lower end of the connecting portion. A structure may be configured.

前記高さ調整部材は、例えばボルトを用いてもよい。   For example, a bolt may be used as the height adjusting member.

前記頂部梁部材は、前記剛性防護柵の延びる方向に分割して切り離すことができ、かつ、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 management that the top beam member can be divided and separated in the extending direction of the rigid protective fence and can be replaced.

前記頂部梁部材は、鋼製としてもよい。また、前記頂部梁部材は、鋼板からビルドアップして作製した鋼材であっても、形鋼であってもいずれでもよい。   The top beam member may be made of steel. Further, the top beam member may be a steel material built up from a steel plate or a section steel.

前記剛性防護柵への外装板の取り付け構造において、前記外装板が、前記剛性防護柵の外側面に沿う面を有する第1の外装板と、前記剛性防護柵の内側面に沿う面を有する第2の外装板と、に分割されており、一方、前記剛性防護柵への外装板の取り付け構造が、さらに、前記剛性防護柵の外側面に沿って配置されており、かつ、上部が前記頂部梁部材と連結されている複数の吊部材と、複数の前記吊部材の下部に取り付けられており、かつ、水平方向に延びる下部水平部材と、を備え、前記頂部梁部材、前記複数の吊部材、および前記下部水平部材が、長方形状の枠体を形成しており、前記外装板のうち、前記第1の外装板が、前記長方形状の枠体の外側に取り付けられているように構成してもよい。   In the structure for attaching the exterior plate to the rigid protective fence, the exterior plate includes a first exterior plate having a surface along the outer surface of the rigid protective fence and a surface along the inner surface of the rigid protective fence. 2, and a structure for attaching the exterior plate to the rigid protective fence is further disposed along an outer surface of the rigid protective fence, and an upper portion is the top portion. A plurality of suspension members connected to a beam member; and a lower horizontal member attached to lower portions of the plurality of suspension members and extending in a horizontal direction, the top beam member, the plurality of suspension members And the lower horizontal member forms a rectangular frame, and the first exterior plate of the exterior plates is attached to the outside of the rectangular frame. May be.

ここで、「剛性防護柵の外側面」とは、剛性防護柵の側面のうち道路と反対側の側面のことであり、「剛性防護柵の内側面」とは、剛性防護柵の側面のうち道路側の側面のことである。   Here, the “outer side of the rigid protective fence” is the side of the rigid protective fence opposite to the road, and the “inner side of the rigid protective fence” is the side of the rigid protective fence. It is the side of the road side.

また、「長方形状の枠体の外側」とは、当該長方形状の枠体を四辺とする仮想的な長方形状の平板において、剛性防護柵とは反対側の面の側のことである。   In addition, the “outside of the rectangular frame” refers to the side of the surface opposite to the rigid protective fence in the virtual rectangular flat plate having the rectangular frame as four sides.

前記剛性防護柵への外装板の取り付け構造において、前記長方形状の枠体の外側に取り付けられた前記第1の外装板は、その上端部が前記連結部よりも上方に達しており、前記連結部よりも上方に達している前記上端部のうちの少なくとも一部の部位は前記剛性防護柵の側へ折り曲げられており、前記剛性防護柵の側へ折り曲げられた前記部位の上側の面にはリング状の部材が設けられており、該リング状の部材にはワイヤが挿通されているように構成してもよい。   In the mounting structure of the exterior plate to the rigid protective fence, the upper end of the first exterior plate attached to the outside of the rectangular frame body reaches above the connection portion, and the connection At least a part of the upper end portion reaching above the portion is bent toward the rigid protective fence, and the upper surface of the portion bent toward the rigid protective fence is A ring-shaped member may be provided, and a wire may be inserted through the ring-shaped member.

前記剛性防護柵への外装板の取り付け構造において、前記長方形状の枠体の外側に取り付けられた前記第1の外装板の下端部に水切り構造をさらに備えさせ、該水切り構造が、前記第1の外装板のうちの前記剛性防護柵の外側面に沿う部位の最下部と連結していて下方に突起した突起部と、前記突起部と連結していて前記剛性防護柵の側へ斜め下方に延びる傾斜部と、前記傾斜部の最下部と連結していて略鉛直方向下向きに延びる鉛直部と、を有するように構成してもよい。   In the mounting structure of the exterior plate to the rigid protective fence, a draining structure is further provided at a lower end portion of the first exterior plate attached to the outside of the rectangular frame, and the draining structure includes the first draining structure. Of the exterior plate, a projection that is connected to the lowermost portion of the portion along the outer side surface of the rigid protective fence and protrudes downward, and is connected to the protrusion and obliquely downward toward the rigid protective fence. You may comprise so that it may have the inclination part extended and the vertical part connected with the lowest part of the said inclination part, and extended in the substantially perpendicular direction downward.

前記第1の外装板は、前記剛性防護柵の延びる方向に分割して切り離すことができ、かつ、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 management that the first exterior plate can be divided and separated in the extending direction of the rigid protective fence and can be replaced.

前記複数の吊部材および前記下部水平部材は、いずれも鋼製としてもよい。   Each of the plurality of suspension members and the lower horizontal member may be made of steel.

前記剛性防護柵が前記道路に沿って設けられた地覆上に立設されている場合、前記外装板を、前記剛性防護柵の外側面に沿う面を有する第1の外装板と、前記剛性防護柵の内側面に沿う面を有する第2の外装板と、に分割し、前記外装板のうち、前記第2の外装板を、前記頂部梁部材の前記立設部に取り付けるとともに、前記地覆の上面にも取り付けるように構成してもよい。   In the case where the rigid protective fence is erected on a ground cover provided along the road, the exterior plate includes a first exterior plate having a surface along an outer surface of the rigid protective fence, and the rigidity. A second exterior plate having a surface along the inner side surface of the protective fence, and the second exterior plate of the exterior plates is attached to the upright portion of the top beam member, and the ground You may comprise so that it may also attach to the upper surface of a cover.

前記第2の外装板は、前記剛性防護柵の延びる方向に分割して切り離すことができ、かつ、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 management that the second exterior plate can be divided and separated in the extending direction of the rigid protective fence and can be replaced.

本発明によれば、剛性防護柵に外装板を、短工期かつ低コストで、安定的に取り付けることが可能であり、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, it is possible to stably attach the exterior plate to the rigid protective fence in a short construction period and at a low cost, and industrial waste is hardly generated during construction.

本発明の実施形態に係る剛性防護柵への外装板の取り付け構造40の下地構造10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)The cross-sectional view which shows the base | substrate structure 10 of the attachment structure 40 of the exterior board to the rigid protection fence which concerns on embodiment of this invention (cross-sectional view cut | disconnected by the surface orthogonal to the direction where a road extends) 本実施形態における頂部鋼材12を剛性防護柵90の延びる方向から見た拡大側面図The expanded side view which looked at the top steel material 12 in this embodiment from the extending direction of the rigid protection fence 90 本実施形態における頂部梁部材11を上方から見た上面図The top view which looked at the top beam member 11 in this embodiment from the upper direction 本実施形態における高さ調整機構を剛性防護柵90の延びる方向から見た拡大側面図The enlarged side view which looked at the height adjustment mechanism in this embodiment from the extending direction of the rigid protection fence 90 本実施形態における下部水平鋼材20をその長手方向と直交する方向から見た側面図The side view which looked at the lower horizontal steel material 20 in this embodiment from the direction orthogonal to the longitudinal direction 本実施形態における下地構造10の枠体22を道路と反対側から見た側面図The side view which looked at the frame 22 of the foundation structure 10 in this embodiment from the opposite side to the road 本発明の実施形態に係る剛性防護柵への外装板の取り付け構造40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)The cross-sectional view which shows the attachment structure 40 of the exterior board to the rigid protection fence which concerns on embodiment of this invention (cross-sectional view cut | disconnected in the surface orthogonal to the direction where a road extends) 本実施形態に係る取り付け構造40の頂部(図7のVIII部)を拡大して示す横断面図(道路の延びる方向と直交する面で切断した断面図)Cross-sectional view showing a top portion (VIII portion in FIG. 7) of the mounting structure 40 according to this embodiment in an enlarged manner (cross-sectional view cut along a plane orthogonal to the direction in which the road extends) 本実施形態に係る取り付け構造40の反道路側の下端部(図7のIX部)を拡大して示す横断面図(道路の延びる方向と直交する面で切断した断面図)Cross-sectional view (cross-sectional view cut along a plane orthogonal to the direction in which the road extends) showing a lower end portion (IX portion in FIG. 7) on the side opposite to the road of the mounting structure 40 according to the present embodiment. 本実施形態に係る取り付け構造40の道路側の下端部(図7のX部)を拡大して示す横断面図(道路の延びる方向と直交する面で切断した断面図)Cross-sectional view showing a lower end portion (X portion in FIG. 7) of the road side of the mounting structure 40 according to the present embodiment in an enlarged manner (cross-sectional view cut along a plane perpendicular to the direction in which the road extends)

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への外装板の取り付け構造40を詳細に説明するが、図1および図7に示すように、本発明の実施形態に係る剛性防護柵への外装板の取り付け構造40は、下地構造10に外装板42(第1の外装板44および第2の外装板46)を取り付けてなる構造である。   Hereinafter, referring to the drawings, a structure 40 for attaching an exterior plate to a rigid guard fence according to an embodiment of the present invention will be described in detail. As shown in FIGS. 1 and 7, according to the embodiment of the present invention. The mounting structure 40 of the exterior plate to the rigid protective fence is a structure in which the exterior plate 42 (the first exterior plate 44 and the second exterior plate 46) is attached to the base structure 10.

そこで、以下では、まず、取り付け構造40のうち、外装板42を取り付けるための下地となる下地構造10について説明し、その後に、外装板42を下地構造10に取り付けて構成される取り付け構造40について説明する。   Therefore, in the following, first, the base structure 10 serving as a base for mounting the exterior plate 42 in the mounting structure 40 will be described, and then the attachment structure 40 configured by attaching the exterior plate 42 to the base structure 10. explain.

(1)下地構造
図1は本発明の実施形態に係る剛性防護柵への外装板の取り付け構造40の下地構造10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)であり、図2は下地構造10の頂部梁部材11のうちの頂部鋼材12を剛性防護柵90の延びる方向から見た拡大側面図であり、図3は下地構造10の頂部梁部材11を上方から見た上面図であり、図4は下地構造10の高さ調整機構を剛性防護柵90の延びる方向から見た拡大側面図であり、図5は下地構造10の下部水平鋼材20をその長手方向と直交する方向から見た側面図であり、図6は下地構造10の枠体22を道路と反対側から見た側面図である。
(1) Base Structure FIG. 1 is a cross-sectional view showing a base structure 10 of a structure 40 for attaching an exterior plate to a rigid guard fence according to an embodiment of the present invention (a cross-sectional view cut along a plane perpendicular to the direction in which a road extends). 2 is an enlarged side view of the top steel member 12 of the top beam member 11 of the foundation structure 10 as seen from the direction in which the rigid guard fence 90 extends, and FIG. 3 shows the top beam member 11 of the foundation structure 10 upward. 4 is an enlarged side view of the height adjustment mechanism of the foundation structure 10 as seen from the direction in which the rigid protective fence 90 extends, and FIG. 5 shows the lower horizontal steel member 20 of the foundation structure 10 in its longitudinal direction. 6 is a side view as seen from a direction orthogonal to the direction, and FIG. 6 is a side view of the frame body 22 of the foundation structure 10 as seen from the side opposite to the road.

図1に示すように、本第1実施形態の取り付け構造40の下地構造10は、剛性防護柵90の頂部90Aに設けられている頂部梁部材11と、剛性防護柵90の外側面に設けられている部材(吊鋼材(吊部材)18および下部水平鋼材(下部水平部材)20)と、を有してなる。   As shown in FIG. 1, the base structure 10 of the mounting structure 40 of the first embodiment is provided on the top beam member 11 provided on the top 90 </ b> A of the rigid protective fence 90 and on the outer surface of the rigid protective fence 90. Members (suspended steel material (suspended member) 18 and lower horizontal steel material (lower horizontal member) 20).

頂部梁部材11は、剛性防護柵90の頂部90Aに埋め込まれたアンカー30によって剛性防護柵90に取り付けられている。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 top beam member 11 is attached to the rigid protective fence 90 by an anchor 30 embedded in the top 90 </ b> A of the rigid protective fence 90. 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、水平方向の板状部であるウェブ部12Aと、上下方向に立設された板状部であり道路側に位置する道路側フランジ部12Bと、上下方向に立設された板状部であり道路と反対側に位置する反道路側フランジ部12Cと、補強部12Dと、を有している。ウェブ部12Aは、剛性防護柵90の頂部90Aの上面を覆うように配置されている。道路側フランジ部12Bは細長い長方形状の板状の部材であり、その長手方向が剛性防護柵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)に延びるように、かつ、その短手方向が上下方向となるように立設されている。反道路側フランジ部12Cは細長い長方形状の板状の部材であり、ウェブ部12Aよりも上方に位置し、その長手方向が剛性防護柵90の延びる方向(道路の延びる方向)に延びるように、かつ、その短手方向が上下方向となるように立設されている。補強部12Dは板状の部材であり、道路側フランジ部12Bと反道路側フランジ部12Cとの間に、道路側フランジ部12Bおよび反道路側フランジ部12Cと直交するように上下方向に立設されている。ここで、反道路側とは、道路と反対側(道路から遠い側)という意味であり、以降の記載においても同様である。   The top steel material 12 includes a web portion 12A that is a horizontal plate-like portion, a plate-like portion that is erected in the vertical direction, a road-side flange portion 12B that is positioned on the road side, and a plate that is erected in the vertical direction. It has an anti-road side flange portion 12C which is a shape portion and is located on the opposite side of the road, and a reinforcing portion 12D. 12 A of web parts are arrange | positioned so that the upper surface of the top part 90A of the rigid protection fence 90 may be covered. The road side flange portion 12B is an elongated rectangular plate-like member, and its longitudinal direction extends in the horizontal direction (the direction in which the road extends) along the road side surface of the top portion 90A of the rigid protective fence 90, and The upright direction is erected so that the short direction is the vertical direction. The anti-road side flange portion 12C is an elongated rectangular plate-like member, located above the web portion 12A, so that its longitudinal direction extends in the direction in which the rigid protective fence 90 extends (the direction in which the road extends). And it stands up so that the transversal direction may become an up-down direction. The reinforcing portion 12D is a plate-like member, and is erected vertically between the road side flange portion 12B and the anti-road side flange portion 12C so as to be orthogonal to the road-side flange portion 12B and the anti-road side flange portion 12C. Has been. Here, the anti-road side means a side opposite to the road (a side far from the road), and the same applies to the following description.

図2(頂部鋼材12を剛性防護柵90の延びる方向から見た拡大側面図)に示すように、補強部12Dは、ウェブ部12A、道路側フランジ部12Bのウェブ部12Aよりも上に位置する部位、および反道路側フランジ部12Cと連結している。このため、補強部12Dは、ウェブ部12A、道路側フランジ部12B、反道路側フランジ部12C、および補強部12Dを有してなる頂部鋼材12の強度および剛性を向上させる。   As shown in FIG. 2 (enlarged side view of the top steel member 12 viewed from the direction in which the rigid protective fence 90 extends), the reinforcing portion 12D is positioned above the web portion 12A and the web portion 12A of the road side flange portion 12B. It connects with the part and the non-road side flange portion 12C. For this reason, reinforcement part 12D improves the intensity | strength and rigidity of the top steel material 12 which has 12 A of web parts, the road side flange part 12B, the anti-road side flange part 12C, and the reinforcement part 12D.

また、図2に示すように、補強部12Dには貫通孔12Eが設けられている。貫通孔12Eにはワイヤ(図示せず)が挿通されており、該ワイヤは複数の補強部12Dの貫通孔12Eに挿通されており、頂部梁部材11が落下することを防止する。   Further, as shown in FIG. 2, the reinforcing portion 12D is provided with a through hole 12E. A wire (not shown) is inserted into the through hole 12E, and the wire is inserted into the through hole 12E of the plurality of reinforcing portions 12D to prevent the top beam member 11 from falling.

図3(頂部梁部材11を上方から見た上面図)に示すように、頂部鋼材12のウェブ部12Aには、剛性防護柵90の延びる方向(道路の延びる方向)に長くなっている長孔12Fが上下方向に貫通するように設けられている。長孔12Fはその短径方向(道路の延びる方向と直交する方向)の長さもアンカー30の軸径の2倍程度あり、道路の延びる方向の位置だけでなく、剛性防護柵90の厚さ方向(道路の延びる方向と直交する方向)の位置も微調整しながら、頂部鋼材12をアンカー30で固定できるようになっている。アンカー30は長孔12Fを挿通しており、アンカー30は押え金具30Aを介して頂部鋼材12のウェブ部12Aを固定する。   As shown in FIG. 3 (top view when the top beam member 11 is viewed from above), the web portion 12A of the top steel member 12 is elongated in the direction in which the rigid protective fence 90 extends (the direction in which the road extends). 12F is provided to penetrate vertically. The length of the long hole 12F in the short diameter direction (direction orthogonal to the direction in which the road extends) is about twice the shaft diameter of the anchor 30, and not only the position in the road extending direction but also the thickness direction of the rigid protective fence 90 The top steel material 12 can be fixed with the anchor 30 while finely adjusting the position in the direction (perpendicular to the direction in which the road extends). The anchor 30 is inserted through the long hole 12F, and the anchor 30 fixes the web portion 12A of the top steel material 12 via the presser fitting 30A.

頂部鋼材12の道路側フランジ部12Bの部位のうちウェブ部12Aよりも下の部位は、後述する上部水平鋼材14の上下方向の板状部14Bとともに、剛性防護柵90の頂部90Aの両側面を挟み込んでおり、挟み込み部を形成している。   Of the portion of the road side flange portion 12B of the top steel member 12, the portion below the web portion 12A is provided on both side surfaces of the top portion 90A of the rigid protection fence 90 together with the plate-like portion 14B in the vertical direction of the upper horizontal steel member 14 described later. It sandwiches and forms a sandwiching part.

頂部鋼材12のウェブ部12A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とを連結しており、挟み込み部である道路側フランジ部12Bと板状部14Bとを連結する連結部となっている。   12 A of web parts of the top steel material 12 have connected the road side flange part 12B of the top steel material 12, and the plate-like part 14B of the up-down direction of the top horizontal steel material 14, and the road side flange part 12B which is a pinching part, and plate shape It is a connection part which connects the part 14B.

頂部鋼材12の上面において反道路側(道路から遠い側)には、反道路側フランジ部12Cが立設されている。反道路側フランジ部12Cはウェブ部12Aよりも上方に位置しており、道路側フランジ部12Bのうちのウェブ部12Aよりも上方に位置する部位とともに、剛性防護柵90の延びる方向に沿う2列の板状の立設部を形成している。この2列の板状の立設部(道路側フランジ部12Bのうちのウェブ部12Aよりも上方に位置する部位および反道路側フランジ部12C)は、ウェブ部12Aによって連結されている。   On the upper surface of the top steel member 12, an anti-road side flange portion 12C is erected on the anti-road side (the side far from the road). The anti-road side flange portion 12C is located above the web portion 12A, and the two rows along the extending direction of the rigid protection fence 90 together with the portion of the road side flange portion 12B located above the web portion 12A. The plate-like standing portion is formed. The two rows of plate-like standing portions (the portion of the road side flange portion 12B located above the web portion 12A and the anti-road side flange portion 12C) are connected by the web portion 12A.

反道路側フランジ部12Cには、外装板42(第1の外装板44および第2の外装板46)(図7および図8参照)が取り付けられる。詳細は「(2)取り付け構造」のところで後述する。   An exterior plate 42 (first exterior plate 44 and second exterior plate 46) (see FIGS. 7 and 8) is attached to the non-road-side flange portion 12C. Details will be described later in “(2) Mounting structure”.

道路側フランジ部12B、反道路側フランジ部12Cおよび上部水平鋼材14の上下方向の板状部14Bは、ウェブ部12Aによって相互に連結されている。また、補強部12Dは、ウェブ部12A、道路側フランジ部12Bのウェブ部12Aよりも上に位置する部位、および反道路側フランジ部12Cと連結して、ウェブ部12A、道路側フランジ部12B、反道路側フランジ部12C、および補強部12Dを有してなる頂部鋼材12の強度および剛性を向上させている。   The road-side flange portion 12B, the anti-road-side flange portion 12C, and the vertical plate-like portion 14B of the upper horizontal steel material 14 are connected to each other by the web portion 12A. Further, the reinforcing portion 12D is connected to the web portion 12A, the portion located above the web portion 12A of the road side flange portion 12B, and the anti-road side flange portion 12C, so that the web portion 12A, the road side flange portion 12B, The strength and rigidity of the top steel member 12 having the anti-road side flange portion 12C and the reinforcing portion 12D are improved.

このため、第1の外装板44および第2の外装板46(図7および図8参照)が取り付けられる反道路側フランジ部12Cの位置は極めて安定しており、取り付けられた第1の外装板44および第2の外装板46の位置を安定的に保持することができる。   For this reason, the position of the non-road side flange portion 12C to which the first exterior plate 44 and the second exterior plate 46 (see FIGS. 7 and 8) are attached is extremely stable, and the attached first exterior plate The position of 44 and the 2nd exterior board 46 can be hold | maintained stably.

反道路側フランジ部12Cの位置の安定性が十分に確保できるのであれば、道路側フランジ部12Bのウェブ部12Aよりも上に位置する部位は省略してもよい。この場合、道路側フランジ部12Bは、ウェブ部12Aよりも下に位置する部位のみを有することになる。また、反道路側フランジ部12Cの位置の安定性が十分に確保できるのであれば、補強部12Dは省略してもよい。ただし、前述したように、補強部12Dに貫通孔12Eを設け、該貫通孔12Eにワイヤ(図示せず)を挿通することにより、頂部梁部材11が落下することを防止することができるので、この点で、補強部12Dは設けておいた方が好ましい。   If the stability of the position of the anti-road side flange portion 12C can be sufficiently ensured, the portion located above the web portion 12A of the road side flange portion 12B may be omitted. In this case, the road side flange portion 12B has only a portion located below the web portion 12A. Further, the reinforcing portion 12D may be omitted if the stability of the position of the anti-road side flange portion 12C can be sufficiently secured. However, as described above, it is possible to prevent the top beam member 11 from falling by providing a through hole 12E in the reinforcing portion 12D and inserting a wire (not shown) through the through hole 12E. In this respect, it is preferable to provide the reinforcing portion 12D.

上部水平鋼材14は横断面が山形の形状の細長い鋼材であり、水平方向の板状部14Aと、上下方向の板状部14Bと、上部水平鋼材連結部14Cとからなる。上部水平鋼材連結部14Cは、吊鋼材18との連結部となる鋼板であり、水平方向の板状部14Aおよび上下方向の板状部14Bと直交するように、水平方向の板状部14Aおよび上下方向の板状部14Bと溶接により連結されている。   The upper horizontal steel material 14 is an elongated steel material having a mountain-shaped cross section, and includes a horizontal plate-like portion 14A, a vertical plate-like portion 14B, and an upper horizontal steel material connecting portion 14C. The upper horizontal steel connecting portion 14C is a steel plate that is a connecting portion to the suspended steel member 18, and the horizontal plate-like portion 14A and the horizontal plate-like portion 14A are orthogonal to the horizontal plate-like portion 14A and the vertical plate-like portion 14B. It is connected to the plate-like portion 14B in the vertical direction by welding.

上部水平鋼材14は、その長手方向が剛性防護柵90の延びる方向(道路の延びる方向)となるように配置されており、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、図3に示すように、ボルト16Aが差し込まれる頂部鋼材12のウェブ部12Aに設けられた貫通孔(長孔12G)は剛性防護柵90の厚さ方向(道路に沿う方向と直交する方向)に長い長孔になっており、剛性防護柵90の頂部90Aの厚さに合わせて上部水平鋼材14の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いる。このようにして、上部水平鋼材14を頂部鋼材12に取り付けながら、下地構造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 arranged so that the longitudinal direction thereof is the direction in which the rigid protective fence 90 extends (the direction in which the road extends), and the horizontal plate-like portion 14A is formed by a bolt 16A and a nut 16B so that the top steel material 12 is aligned. Is attached to the web portion 12A. Moreover, as shown in FIG. 3, the through-hole (long hole 12G) provided in the web part 12A of the top steel material 12 in which the bolt 16A is inserted is a thickness direction of the rigid protective fence 90 (a direction orthogonal to the direction along the road). ), The road side flange portion 12B of the top steel member 12 and the upper horizontal steel member 14 are adjusted while adjusting the mounting position of the upper horizontal steel member 14 according to the thickness of the top portion 90A of the rigid protective fence 90. The top portion 90A of the rigid protective fence 90 can be sandwiched between the plate-like portion 14B in the vertical direction. In this way, the entire base 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.

その結果、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(ウェブ部12A)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。   As a result, 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 protection fence 90, and the horizontal portion of the top steel member 12 is horizontal. The portion (web portion 12A) forms a connecting portion that connects the opposing sandwiching portions (the road-side flange portion 12B of the top steel member 12 and the plate-like portion 14B in the vertical direction of the upper horizontal steel member 14).

したがって、下地構造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とともに、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取り付けられている。   Therefore, in the foundation structure 10, the top steel material 12 covers the top portion 90 </ b> A of the rigid protective fence 90, and the road side flange portion 12 </ b> B of the top steel material 12 is one of the side surfaces of the top portion 90 </ b> A of the rigid protective fence 90. It is attached so as to extend in the horizontal direction along the side surface (the side surface on the road side), and the vertical plate-like portion 14B of the upper horizontal steel material 14 is the other of the side surfaces of the top portion 90A of the rigid protective fence 90. It is attached so as to extend in the horizontal direction along the side surface (the side surface opposite to the road).

下地構造10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との間に剛性防護柵90の頂部90Aを挟み込むように、剛性防護柵90の頂部90Aに取り付けられているので、頂部梁部材11を剛性防護柵90に取り付けるアンカー30の数を少なくすることができ、剛性防護柵90の頂部90Aに埋め込まれたアンカー30は、剛性防護柵90の頂部90Aに1列に設ければよく、かつ、隣り合うアンカー30同士の間隔は500mm以上1500mm以下のように大きくすることができる。   The base structure 10 has a top 90A of the rigid protection fence 90 so that the top 90A of the rigid protection fence 90 is sandwiched between the road side flange 12B of the top steel 12 and the plate-like part 14B of the upper horizontal steel 14 in the vertical direction. Therefore, the number of anchors 30 to which the top beam member 11 is attached to the rigid protective fence 90 can be reduced, and the anchor 30 embedded in the top 90A of the rigid protective fence 90 is the top of the rigid protective fence 90. What is necessary is just to provide in 90 A at 1 row, and the space | interval of the adjacent anchors 30 can be enlarged like 500 mm or more and 1500 mm or less.

したがって、下地構造10を用いた取り付け構造である本実施形態に係る取り付け構造40においては、アンカー30を設置するために剛性防護柵90の鉄筋位置を探索する手間は少なく済み、剛性防護柵90の頂部90Aの一部の範囲についてのみ鉄筋位置を探索すればよく、また、埋め込むアンカー30の本数も少なくて済むので、工期を短くすることができ、工事費も少なくすることができる。   Therefore, in the mounting structure 40 according to the present embodiment, which is a mounting structure using the base structure 10, the labor for searching for the reinforcing bar position of the rigid protective fence 90 in order to install the anchor 30 can be reduced. It is only necessary to search for the position of the reinforcing bar only in a part of the range of the top 90A, and the number of anchors 30 to be embedded is small, so that the construction period can be shortened and the construction cost can be reduced.

また、図3に示すように、頂部鋼材12は、道路に沿う方向に所定の長さ(例えば900mm〜1000mm程度の長さ)に分割されており、連結用鋼板52およびボルト52Aを用いて剛性防護柵90の延びる方向(道路に沿う方向)に機械的に連結されている。上部水平鋼材14も、道路に沿う方向に所定の長さ(例えば900mm〜1000mm程度の長さ)に分割されており、頂部鋼材12のウェブ部12A、連結用鋼板54およびボルト54Aを用いて剛性防護柵90の延びる方向(道路に沿う方向)に機械的に連結されている。このため、頂部鋼材12および上部水平鋼材14は、剛性防護柵90の延びる方向に分割して切り離すことができ、かつ、交換可能である。ただし、図3に示すように、頂部鋼材12同士の連結部と上部水平鋼材14同士の連結部とは重ならないようになっており、頂部鋼材12の分割されている部位と、上部水平鋼材14の分割されている部位とが重ならないようになっている。   Moreover, as shown in FIG. 3, the top steel material 12 is divided | segmented into predetermined length (for example, about 900 mm-1000 mm length) in the direction along a road, and it is rigid using the steel plate 52 for a connection, and the volt | bolt 52A. It is mechanically connected in the direction in which the protective fence 90 extends (direction along the road). The upper horizontal steel material 14 is also divided into a predetermined length (for example, a length of about 900 mm to 1000 mm) in the direction along the road, and is rigid using the web portion 12A of the top steel material 12, the connecting steel plate 54, and the bolt 54A. It is mechanically connected in the direction in which the protective fence 90 extends (direction along the road). For this reason, the top steel material 12 and the upper horizontal steel material 14 can be divided and separated in the extending direction of the rigid guard fence 90 and can be exchanged. However, as shown in FIG. 3, the connecting portion between the top steel members 12 and the connecting portion between the upper horizontal steel members 14 are not overlapped, and the portion where the top steel member 12 is divided and the upper horizontal steel member 14. It is designed not to overlap with the divided parts.

頂部梁部材11をこのように剛性防護柵90の延びる方向(道路に沿う方向)に分割された構成とすることにより、車両の衝突により損傷を受けた場合であっても、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および復旧に要する時間を低減させることができる。施工性のことも考慮すると、頂部鋼材12および上部水平鋼材14の長さ(剛性防護柵90の延びる方向の長さ)は、500mm以上1500mm以下とすることが好ましい。   Even if the top beam member 11 is divided in the direction in which the rigid protection fence 90 extends (the direction along the road) in this way, even if the top beam member 11 is damaged by a vehicle collision, the damaged top portion Only the beam member 11 can be easily replaced, and the recovery cost after the vehicle collision and the time required for the recovery can be reduced. Considering workability, it is preferable that the length of the top steel member 12 and the upper horizontal steel member 14 (the length in the direction in which the rigid protective fence 90 extends) be 500 mm or more and 1500 mm or less.

また、下地構造10においては、図4に示すような高さ調整機構が設けられている。具体的には、頂部鋼材12のウェブ部12Aに溶接ナット56が溶接により取り付けられており、そして、高さ調整部材である高さ調整用ボルト58が上下方向に移動可能に溶接ナット56に取り付けられていて、高さ調整用ボルト58の下端はウェブ部12Aの下面よりも下方に突出できるようになっている。高さ調整用ボルト58の下方への突出量(ウェブ部12Aの下面よりも下方への突出量)は、高さ調整用ボルト58を回転させることにより調整することができ、このため、剛性防護柵90の天端に不陸があったり、ある程度の傾斜があったりしても、高さ調整部材である高さ調整用ボルト58の下方への突出量を調整することにより、下地構造10を剛性防護柵90の頂部90Aに安定的に取り付けることができるようになっている。   Further, the base structure 10 is provided with a height adjusting mechanism as shown in FIG. Specifically, a welding nut 56 is attached to the web portion 12A of the top steel member 12 by welding, and a height adjusting bolt 58 as a height adjusting member is attached to the welding nut 56 so as to be movable in the vertical direction. The lower end of the height adjusting bolt 58 can protrude below the lower surface of the web portion 12A. The amount of downward protrusion of the height adjustment bolt 58 (the amount of protrusion downward from the lower surface of the web portion 12A) can be adjusted by rotating the height adjustment bolt 58. Even if the top end of the fence 90 is uneven or has a certain degree of inclination, the base structure 10 can be adjusted by adjusting the downward projecting amount of the height adjusting bolt 58 that is a height adjusting member. The rigid guard fence 90 can be stably attached to the top 90A.

また、下地構造10では上部水平鋼材14を山形の形状の鋼材としたが、山形の形状の鋼材に限定されるわけではなく、例えば溝形の形状の鋼材としてもよい。また、下地構造10では、上部水平鋼材14を、鋼板からビルドアップして作製した山形の鋼材としたが、形鋼を用いることも可能である。また、剛性防護柵90の頂部90Aの両側面を挟み込むように対向する挟み込み部、および剛性防護柵90の頂部90Aよりも上方に配置されて前記対向する挟み込み部同士を連結する連結部を有していれば、頂部梁部材11の形状は限定されない。   In the foundation structure 10, the upper horizontal steel material 14 is a steel material having a mountain shape, but is not limited to a steel material having a mountain shape, and may be a steel material having a groove shape, for example. Moreover, in the base structure 10, although the upper horizontal steel material 14 was the angle-shaped steel material produced by building up from a steel plate, it is also possible to use a shape steel. Further, a sandwiching portion that faces both sides of the top portion 90A of the rigid protection fence 90 and a connecting portion that is disposed above the top portion 90A of the rigid protection fence 90 and connects the facing sandwiching portions to each other. If so, the shape of the top beam member 11 is not limited.

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。安全が確認できれば、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く、また、鋼製の部材とともに用いてもよい。   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. If safety can be confirmed, for example, a member formed of concrete, high-strength plastic, FRP, or the like may be used. Moreover, you may use them in mixture and may be used with a steel member.

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のより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 more stably attached even if there is some unevenness on the side surface of the top portion 90A of the rigid protection 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.

以上、剛性防護柵90の頂部90Aに設けられている頂部梁部材11について説明したが、次に、剛性防護柵90の外側面に設けられている部材(吊鋼材18および下部水平鋼材20)について説明する。   The top beam member 11 provided on the top 90A of the rigid protective fence 90 has been described above. Next, the members (suspended steel member 18 and lower horizontal steel member 20) provided on the outer surface of the rigid protective fence 90 are described. explain.

吊鋼材18は山形の鋼材であり、図1に示すように、剛性防護柵90の側面に沿って上下方向に配置されている。吊鋼材18の上部は、ボルト14Dにより、上部水平鋼材14の上部水平鋼材連結部14Cと連結しており、吊鋼材18の下部は、ボルト20Eにより、下部水平鋼材20の下部水平鋼材連結部20Bと連結している。   The suspended steel material 18 is a mountain-shaped steel material, and is arranged in the vertical direction along the side surface of the rigid protective fence 90 as shown in FIG. The upper part of the suspended steel member 18 is connected to the upper horizontal steel member connecting part 14C of the upper horizontal steel member 14 by a bolt 14D, and the lower part of the suspended steel member 18 is connected to the lower horizontal steel member connecting part 20B of the lower horizontal steel member 20 by a bolt 20E. It is linked with.

下部水平鋼材20は、床版94の横断方向端部の外側の側面に沿って配置されており、かつ、水平方向に延びるように配置されており、図5に示すように、下部水平鋼材20は、対向板状部20Aと、下部水平鋼材連結部20Bと、リブプレート20Cとを有してなる。対向板状部20Aは対向する2つの細長い長方形状の鋼板であり、その長手方向が水平方向となるように、かつ、その短手方向が水平面と直交するように配置されている。下部水平鋼材連結部20Bおよびリブプレート20Cは、対向板状部20A同士の間を連結する鋼板であり、対向板状部20Aと直交するように、かつ、その平面方向が水平面と直交するように所定の間隔で配置されており、水平面と直交する対向する2辺が溶接により対向板状部20Aにそれぞれ取り付けられている。下部水平鋼材20の下部水平鋼材連結部20Bの上部には剛性防護柵90の厚さ方向に長い長孔20Dが設けられており、下部水平鋼材20は、長孔20Dを挿通するボルト20Eにより、吊鋼材18の下部と連結している。   The lower horizontal steel material 20 is disposed along the outer side surface of the transverse end portion of the floor slab 94 and is disposed so as to extend in the horizontal direction. As shown in FIG. Comprises a counter plate-like portion 20A, a lower horizontal steel material connecting portion 20B, and a rib plate 20C. The opposing plate-like portion 20A is two opposing elongated rectangular steel plates, and is arranged so that the longitudinal direction thereof is the horizontal direction and the short direction thereof is orthogonal to the horizontal plane. The lower horizontal steel material connecting portion 20B and the rib plate 20C are steel plates that connect the opposing plate-like portions 20A to each other so that they are orthogonal to the opposing plate-like portions 20A and the plane direction thereof is orthogonal to the horizontal plane. Two opposing sides that are arranged at predetermined intervals and are orthogonal to the horizontal plane are respectively attached to the opposing plate-like portion 20A by welding. A long hole 20D that is long in the thickness direction of the rigid protective fence 90 is provided in the upper portion of the lower horizontal steel member connecting portion 20B of the lower horizontal steel member 20, and the lower horizontal steel member 20 is formed by a bolt 20E that passes through the long hole 20D. It connects with the lower part of the suspended steel material 18.

図6は、下地構造10の枠体22を道路と反対側から見た側面図である。図6に示すように、吊鋼材18の上部が上部水平鋼材14の上部水平鋼材連結部14Cと連結し、吊鋼材18の下部が下部水平鋼材20の下部水平鋼材連結部20Bと連結することで、頂部梁部材11、複数の吊鋼材18、および下部水平鋼材20は、長方形状の枠体22を形成しており、頂部梁部材11、複数の吊鋼材18、および下部水平鋼材20は、相互の位置関係を強固に保持できるようになっており、外装板42(第1の外装板44)の保持を安定的に行うことができるようになっている。吊鋼材18同士の間の間隔は、長方形状の枠体22の形状の安定性を損なわない範囲内で設計により適宜に定めることができるが、具体的には、例えば、500mm程度にすることが考えられる。   FIG. 6 is a side view of the frame body 22 of the foundation structure 10 as viewed from the side opposite to the road. As shown in FIG. 6, the upper portion of the suspended steel member 18 is connected to the upper horizontal steel member connecting portion 14 </ b> C of the upper horizontal steel member 14, and the lower portion of the suspended steel member 18 is connected to the lower horizontal steel member connecting portion 20 </ b> B of the lower horizontal steel member 20. The top beam member 11, the plurality of suspended steel members 18 and the lower horizontal steel member 20 form a rectangular frame 22, and the top beam member 11, the plurality of suspended steel members 18 and the lower horizontal steel member 20 are mutually connected. Thus, the exterior plate 42 (first exterior plate 44) can be stably held. The interval between the suspended steel members 18 can be determined as appropriate by design within a range that does not impair the stability of the shape of the rectangular frame 22, and specifically, for example, about 500 mm. Conceivable.

なお、下部水平鋼材20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。   The lower horizontal steel member 20 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、本実施形態では吊鋼材18および下部水平鋼材20を用いたが、鋼以外の材質の部材を用いてもよく、例えば、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く、また、鋼製の部材とともに用いてもよい。   In the present embodiment, the suspended steel material 18 and the lower horizontal steel material 20 are used. However, a member made of a material other than steel may be used, for example, a member formed of high-strength plastic, FRP, or the like may be used. Moreover, you may use them in mixture and may be used with a steel member.

(2)取り付け構造
図7は本発明の実施形態に係る剛性防護柵への外装板の取り付け構造40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)であり、図8は、取り付け構造40の頂部(図7のVIII部)を拡大して示す横断面図(道路の延びる方向と直交する面で切断した断面図)であり、図9は、取り付け構造40の反道路側の下端部(図7のIX部)を拡大して示す横断面図(道路の延びる方向と直交する面で切断した断面図)であり、図10は、取り付け構造40の道路側の下端部(図7のX部)を拡大して示す横断面図(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。
(2) Mounting structure FIG. 7 is a cross-sectional view (cross-sectional view cut along a plane orthogonal to the direction in which the road extends) showing the mounting structure 40 of the exterior plate to the rigid guard fence according to the embodiment of the present invention. 8 is an enlarged cross-sectional view (a cross-sectional view taken along a plane orthogonal to the direction in which the road extends) showing the top portion (VIII portion in FIG. 7) of the mounting structure 40. FIG. FIG. 10 is an enlarged cross-sectional view (cross-sectional view cut along a plane orthogonal to the road extending direction) showing a lower end portion (IX portion in FIG. 7) on the road side, and FIG. FIG. 8 is an enlarged horizontal cross-sectional view (cross-sectional view cut along a plane perpendicular to the direction in which the road extends) showing a portion (X portion in FIG. 7).

図7および図8に示すように、剛性防護柵90の外周を覆う外装板42は、剛性防護柵90の外側面に沿う面を有する第1の外装板44と、剛性防護柵90の内側面に沿う面を有する第2の外装板46と、に分割されている。   As shown in FIGS. 7 and 8, the exterior plate 42 covering the outer periphery of the rigid protective fence 90 includes a first exterior plate 44 having a surface along the outer surface of the rigid protective fence 90, and the inner surface of the rigid protective fence 90. And a second exterior plate 46 having a surface along the surface.

第1の外装板44は、図7および図8に示すように、その上端部が、反道路側フランジ部12Cの反道路側の面に、連結部補強用鋼板32を介して取り付け用ボルト34によって取り付けられている。連結部補強用鋼板32は反道路側フランジ部12Cの反道路側の面に取り付けられた鋼材であり、外装板42(第1の外装板44および第2の外装板46)が取り付けられる反道路側フランジ部12Cの部位を補強する鋼材である。   As shown in FIGS. 7 and 8, the first exterior plate 44 has an upper end attached to the surface on the anti-road side of the anti-road side flange portion 12 </ b> C via the connecting portion reinforcing steel plate 32. Is attached by. The connecting portion reinforcing steel plate 32 is a steel material attached to the surface on the anti-road side of the anti-road side flange portion 12C, and the anti-road to which the exterior plates 42 (the first exterior plate 44 and the second exterior plate 46) are attached. It is a steel material that reinforces the portion of the side flange portion 12C.

また、第1の外装板44の下側寄りの部位が、下部水平鋼材20に連結されている。図7および図9に示すように、吊鋼材18の下端部には、下部水平鋼材連結部20Bの長孔20Dに挿通されたボルト20Eによって、下部水平鋼材20の下部水平鋼材連結部20Bが連結されている。さらに、下部水平鋼材連結部20Bの下端部には、連結用鋼板50の上側の長孔50Aに挿通されたボルト50Bによって、連結用鋼板50が連結されている。さらに、連結用鋼板50の下端部には、連結用鋼板50の下側の長孔50Cに挿通されたボルト50Dによって、取り付け用折り曲げ鋼板36が連結されている。そして、第1の外装板44の下端部寄りの位置(水切り構造44Aの傾斜部44C)が、取り付け用ボルト36Aによって取り付け用折り曲げ鋼板36に取り付けられている。即ち、第1の外装板44は、その下端部寄りの位置(水切り構造44Aの傾斜部44C)が、下部水平鋼材20に、取り付け用折り曲げ鋼板36および連結用鋼板50を介して取り付け用ボルト36Aおよびボルト50B、50Dによって取り付けられている。このように、第1の外装板44の上端部が下地構造10の頂部梁部材11の反道路側フランジ部12Cに取り付けられ、下端部寄りの位置(水切り構造44Aの傾斜部44C)が下地構造10の下部水平鋼材20に取り付けられている。一方、前述したように、反道路側フランジ部12Cの位置は安定的に保持されている。また、前述したように、頂部梁部材11、複数の吊鋼材18、および下部水平鋼材20は、長方形状の枠体を形成しており、相互の位置関係を強固に保持できるようになっている。したがって、本実施形態に係る取り付け構造40においては、外装板42(第1の外装板44)の保持を安定的に行うことができる。   Further, the lower portion of the first exterior plate 44 is connected to the lower horizontal steel material 20. As shown in FIGS. 7 and 9, the lower horizontal steel material connecting portion 20 </ b> B of the lower horizontal steel material 20 is connected to the lower end portion of the suspended steel material 18 by a bolt 20 </ b> E inserted through the long hole 20 </ b> D of the lower horizontal steel material connecting portion 20 </ b> B. Has been. Furthermore, the connecting steel plate 50 is connected to the lower end portion of the lower horizontal steel connecting portion 20B by a bolt 50B inserted into the upper slot 50A of the connecting steel plate 50. Further, the mounting bent steel plate 36 is connected to the lower end portion of the connecting steel plate 50 by a bolt 50 </ b> D inserted into the lower long hole 50 </ b> C of the connecting steel plate 50. Then, the position near the lower end of the first exterior plate 44 (the inclined portion 44C of the draining structure 44A) is attached to the mounting bent steel plate 36 by mounting bolts 36A. That is, the position of the first exterior plate 44 near the lower end (the inclined portion 44C of the draining structure 44A) is attached to the lower horizontal steel member 20 via the mounting bent steel plate 36 and the connecting steel plate 50. And bolts 50B and 50D. As described above, the upper end portion of the first exterior plate 44 is attached to the anti-road side flange portion 12C of the top beam member 11 of the base structure 10, and the position near the lower end portion (the inclined portion 44C of the draining structure 44A) is the base structure. 10 lower horizontal steel members 20 are attached. On the other hand, as described above, the position of the non-road side flange portion 12C is stably maintained. In addition, as described above, the top beam member 11, the plurality of suspended steel members 18, and the lower horizontal steel member 20 form a rectangular frame, so that the mutual positional relationship can be firmly maintained. . Therefore, in the mounting structure 40 according to the present embodiment, the exterior plate 42 (first exterior plate 44) can be stably held.

また、第1の外装板44は、剛性防護柵90の延びる方向(道路に沿う方向)に分割された構成にしている。このように分割された構成とすることにより、車両の衝突により損傷を受けた場合であっても、損傷を受けた第1の外装板44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および復旧に要する時間を低減させることができる。施工性のことも考慮すると、第1の外装板44の長さ(剛性防護柵90の延びる方向の長さ)は、500mm以上1500mm以下とすることが好ましい。   The first exterior plate 44 is divided in the direction in which the rigid protective fence 90 extends (the direction along the road). With such a divided configuration, even if the vehicle is damaged due to a vehicle collision, only the damaged first exterior plate 44 can be easily replaced. Later recovery costs and time required for recovery can be reduced. In consideration of workability, the length of the first exterior plate 44 (the length in the direction in which the rigid protective fence 90 extends) is preferably 500 mm or more and 1500 mm or less.

第1の外装板44は、図7および図8に示すように、その上端部が連結部であるウェブ部12A)よりも上方に達している。連結部(ウェブ部12A)よりも上方に達している第1の外装板44の上端部は剛性防護柵90の側へ折り曲げられており、図8に示すように、剛性防護柵90の側へ折り曲げられた部位の上側の面にはリング状の部材であるリング48が設けられており、リング48にはワイヤ(図示せず)が挿通されている。これにより、第1の外装板44が落下することが防止されている。第1の外装板44は剛性防護柵90の外側面に設けるので、落下を防止することが特に重要である。   As shown in FIGS. 7 and 8, the first exterior plate 44 has an upper end portion that reaches an upper side than the web portion 12 </ b> A) that is a connecting portion. The upper end portion of the first exterior plate 44 reaching above the connecting portion (web portion 12A) is bent toward the rigid protective fence 90, and as shown in FIG. 8, toward the rigid protective fence 90 side. A ring 48 that is a ring-shaped member is provided on the upper surface of the bent portion, and a wire (not shown) is inserted through the ring 48. Thereby, the first exterior plate 44 is prevented from falling. Since the first exterior plate 44 is provided on the outer surface of the rigid protective fence 90, it is particularly important to prevent the fall.

また、第1の外装板44は、図7および図9に示すように、その下端部に水切り構造44Aを備えている。水切り構造44Aは第1の外装板44と一体的に形成されており、第1の外装板44の構造の一部となっている。水切り構造44Aは、第1の外装板44のうちの剛性防護柵90の外側面に沿う部位の最下部と連結していて下方に突起した突起部44Bと、突起部44Bと連結していて剛性防護柵90の側へ斜め下方に延びる傾斜部44Cと、傾斜部44Cの最下部と連結していて略鉛直方向下向きに延びる鉛直部44Dと、を有している。   Further, as shown in FIGS. 7 and 9, the first exterior plate 44 includes a draining structure 44A at the lower end thereof. The draining structure 44 </ b> A is formed integrally with the first exterior plate 44 and is a part of the structure of the first exterior plate 44. The draining structure 44A is connected to the lowermost portion of the first exterior plate 44 along the outer side surface of the rigid protective fence 90 and protrudes downward, and is connected to the protrusion 44B and is rigid. It has an inclined portion 44C that extends obliquely downward toward the protective fence 90, and a vertical portion 44D that is connected to the lowermost portion of the inclined portion 44C and extends substantially downward in the vertical direction.

水切り構造44Aは、下方に突起した突起部44Bおよび略鉛直方向下向きに延びる鉛直部44Dを有していることにより、確実に水切りができるようになっており、剛性防護柵90に対する雨水の影響を少なくして、剛性防護柵90の劣化防止に寄与する。また、図7および図9に示すように、傾斜部44Cは、剛性防護柵90の外側面に設けられている部材(吊鋼材18および下部水平鋼材20)の下方の空間を遮っており、吊鋼材18および下部水平鋼材20ならびに剛性防護柵90の外側面に対する外界からの影響を軽減させて、吊鋼材18および下部水平鋼材20ならびに剛性防護柵90の劣化防止に寄与する。なお、本実施形態では、水切り構造44Aを第1の外装板44と一体的に形成しているが、水切り構造44Aを第1の外装板44とは別部材として構成するようにしてもよい。   The draining structure 44A has a protruding portion 44B projecting downward and a vertical portion 44D extending substantially downward in the vertical direction, so that drainage can be reliably performed. This contributes to preventing the rigid protective fence 90 from being deteriorated. Further, as shown in FIGS. 7 and 9, the inclined portion 44C blocks the space below the members (suspended steel material 18 and lower horizontal steel material 20) provided on the outer surface of the rigid protective fence 90. The influence from the outside on the outer surface of the steel material 18 and the lower horizontal steel material 20 and the rigid protective fence 90 is reduced, thereby contributing to the prevention of deterioration of the suspended steel material 18, the lower horizontal steel material 20 and the rigid protective fence 90. In the present embodiment, the draining structure 44A is formed integrally with the first exterior plate 44, but the draining structure 44A may be configured as a separate member from the first exterior plate 44.

第2の外装板46については、図7および図8に示すように、取り付け用折り曲げ鋼板37が反道路側フランジ部12Cの道路側の面に取り付け用ボルト34によって取り付けられているとともに、第2の外装板46の上端部寄りの位置が、取り付け用折り曲げ鋼板37に取り付け用ボルト38によって取り付けられている。即ち、第2の外装板46は、図7および図8に示すように、その上端部寄りの位置が、反道路側フランジ部12Cの道路側の面に取り付け用折り曲げ鋼板37を介して取り付け用ボルト34、38によって取り付けられている。また、図7および図10に示すように、取り付け用折り曲げ鋼板60がアンカー82によって地覆92の上面に取り付けられているとともに、第2の外装板46の下端部寄りの位置が、取り付け用ボルト62によって取り付け用折り曲げ鋼板60に取り付けられている。即ち、第2の外装板46は、その下端部寄りの位置が、取り付け用折り曲げ鋼板60を介して取り付け用ボルト62およびアンカー82によって、地覆92の上面に取り付けられている。このように、第2の外装板46は、その上端部寄りの位置が下地構造10の頂部梁部材11の反道路側フランジ部12Cに取り付けられ、下端部寄りの位置が地覆92の上面に取り付けられている。一方、前述したように、反道路側フランジ部12Cの位置は安定的に保持されており、また、地覆92はその位置が安定した部材である。したがって、本実施形態に係る取り付け構造40においては、外装板42(第2の外装板46)の保持を安定的に行うことができる。   Regarding the second exterior plate 46, as shown in FIGS. 7 and 8, a bent steel plate for attachment 37 is attached to the road side surface of the anti-road side flange portion 12C by attachment bolts 34, and the second A position near the upper end of the exterior plate 46 is attached to the bent bent steel plate 37 by the mounting bolt 38. That is, as shown in FIG. 7 and FIG. 8, the second exterior plate 46 is mounted on the road side surface of the anti-road side flange portion 12 </ b> C via the mounting bent steel plate 37. The bolts 34 and 38 are attached. As shown in FIGS. 7 and 10, the bent bent steel plate 60 is attached to the upper surface of the ground cover 92 by the anchor 82, and the position near the lower end of the second exterior plate 46 is the mounting bolt. It is attached to the bent bent steel plate 60 by 62. That is, the second exterior plate 46 is attached to the upper surface of the ground cover 92 at a position near the lower end portion thereof by the attachment bolt 62 and the anchor 82 via the attachment bent steel plate 60. Thus, the position of the second exterior plate 46 near the upper end is attached to the anti-road side flange 12C of the top beam member 11 of the foundation structure 10, and the position near the lower end is on the upper surface of the ground cover 92. It is attached. On the other hand, as described above, the position of the anti-road side flange portion 12C is stably held, and the ground cover 92 is a member whose position is stable. Therefore, in the mounting structure 40 according to the present embodiment, the exterior plate 42 (second exterior plate 46) can be stably held.

また、第2の外装板46は、剛性防護柵90の延びる方向(道路に沿う方向)に分割された構成にしている。このように分割された構成とすることにより、車両の衝突により損傷を受けた場合であっても、損傷を受けた第2の外装板46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および復旧に要する時間を低減させることができる。施工性のことも考慮すると、第2の外装板46の長さ(剛性防護柵90の延びる方向の長さ)は、500mm以上1500mm以下とすることが好ましい。   The second exterior plate 46 is divided in the direction in which the rigid protective fence 90 extends (the direction along the road). With such a divided configuration, even if the vehicle is damaged due to a vehicle collision, only the damaged second exterior plate 46 can be easily replaced. Later recovery costs and time required for recovery can be reduced. Considering workability, the length of the second exterior plate 46 (the length in the direction in which the rigid protective fence 90 extends) is preferably 500 mm or more and 1500 mm or less.

また、第1の外装板44および第2の外装板46のどちらも、材質は特に限定されず、例えば、鋼、プラスチック、FRP等を用いることができる。また、それらを混在して用いてもよい。   Further, the material of both the first exterior plate 44 and the second exterior plate 46 is not particularly limited, and for example, steel, plastic, FRP, or the like can be used. Moreover, you may mix and use them.

以上、「(1)下地構造」および「(2)取り付け構造」において、本実施形態に係る取り付け構造40およびその下地構造10について説明してきたが、本実施形態に係る取り付け構造40においては既存の剛性防護柵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。   As described above, the mounting structure 40 and the base structure 10 according to the present embodiment have been described in “(1) base structure” and “(2) mounting structure”. However, the mounting structure 40 according to the present embodiment has an existing structure. Since the rigid protective fence 90 is utilized as it is, construction can be performed with little industrial waste.

(本発明の適用対象となり得る剛性防護柵)
以上説明してきた実施形態に係る取り付け構造40およびその下地構造10では、適用対象の剛性防護柵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、本発明の適用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適用対象となり得る。
(Rigid protective fence that can be applied to the present invention)
In the mounting structure 40 and the ground structure 10 according to the embodiment described above, the rigid guard fence 90 to be applied is a straight wall type (the rigid guard fence in which both sides of the fence are 90-degree vertical surfaces with respect to the ground). However, the rigid protective fence that can be applied to the present invention is not limited to the straight wall type, but is a rigid protective fence in which the side of the fence is inclined with respect to the ground (for example, a single piece in which the side of the fence is an inclined surface). Even a slope-type or Florida-type rigid protective fence can be applied to the present invention.

柵の側面が水平面に対して傾斜している剛性防護柵に対して本発明に係る取り付け構造を適用する場合は、剛性防護柵の側面の水平面に対する傾斜に合うように、挟み込み部等の部材を作製して、取り付け構造に用いればよい。   When the mounting structure according to the present invention is applied to a rigid protective fence whose side face is inclined with respect to the horizontal plane, a member such as a sandwiching portion is attached so as to match the inclination with respect to the horizontal plane of the side face of the rigid protective fence. What is necessary is just to produce and use for an attachment structure.

また、本実施形態に係る取り付け構造40の適用対象とした剛性防護柵90は、地覆92の上方に設けられた剛性防護柵であったが、第1の外装板のみを取り付けるのであれば、地覆を下方に備えない剛性防護柵に対しても本発明は適用可能である。   Further, the rigid guard fence 90 to which the mounting structure 40 according to the present embodiment is applied is the rigid guard fence provided above the ground cover 92, but if only the first exterior plate is attached, The present invention is also applicable to a rigid protective fence that does not have a ground cover below.

10…下地構造
11…頂部梁部材
12…頂部鋼材
12A…ウェブ部
12B…道路側フランジ部
12C…反道路側フランジ部
12D…補強部
12E…貫通孔
12F、12G、20D、50A、50C…長孔
14…上部水平鋼材
14A…水平方向の板状部
14B…上下方向の板状部
14C…上部水平鋼材連結部
14D、16A、20E、50B、50D、52A、54A…ボルト
16B…ナット
18…吊鋼材
20…下部水平鋼材
20A…対向板状部
20B…下部水平鋼材連結部
20C…リブプレート
22…枠体
30、82…アンカー
30A…押え金具
32…連結部補強用鋼板
34、36A、38、62…取り付け用ボルト
36、37、60…取り付け用折り曲げ鋼板
40…取り付け構造
42…外装板
44…第1の外装板
44A…水切り構造
44B…突起部
44C…傾斜部
44D…鉛直部
46…第2の外装板
48…リング
50、52、54…連結用鋼板
56…溶接ナット
58…高さ調整用ボルト
90…剛性防護柵
90A…頂部
92…地覆
94…床版
DESCRIPTION OF SYMBOLS 10 ... Underground structure 11 ... Top beam member 12 ... Top steel material 12A ... Web part 12B ... Road side flange part 12C ... Anti-road side flange part 12D ... Reinforcement part 12E ... Through-hole 12F, 12G, 20D, 50A, 50C ... Long hole DESCRIPTION OF SYMBOLS 14 ... Upper horizontal steel material 14A ... Horizontal plate-like part 14B ... Vertical plate-like part 14C ... Upper horizontal steel material connection part 14D, 16A, 20E, 50B, 50D, 52A, 54A ... Bolt 16B ... Nut 18 ... Suspension steel material DESCRIPTION OF SYMBOLS 20 ... Lower horizontal steel material 20A ... Opposite plate-shaped part 20B ... Lower horizontal steel material connection part 20C ... Rib plate 22 ... Frame body 30, 82 ... Anchor 30A ... Holding metal 32 ... Steel plate 34, 36A, 38, 62 ... for connection part reinforcement Mounting bolts 36, 37, 60 ... Bending steel plate for mounting 40 ... Mounting structure 42 ... Exterior plate 44 ... First exterior plate 44 ... draining structure 44B ... projection 44C ... inclined part 44D ... vertical part 46 ... second exterior plate 48 ... ring 50, 52, 54 ... steel plate for connection 56 ... welding nut 58 ... bolt for height adjustment 90 ... rigid protective fence 90A ... Top 92 ... Ground cover 94 ... Floor slab

Claims (18)

道路に沿って立設された剛性防護柵への外装板の取り付け構造であって、該剛性防護柵の頂部に設けられて前記道路に沿う方向に延びる頂部梁部材と、該頂部梁部材に取り付けられた外装板と、を備えてなり、
前記頂部梁部材は、
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と、
前記剛性防護柵の頂部よりも上方に配置されて前記対向する挟み込み部同士を連結する連結部と、
前記連結部よりも上方に立設されて前記道路に沿う方向に延び、かつ、前記連結部に連結されている立設部と、
を有し、
かつ、前記頂部梁部材は、前記剛性防護柵の頂部に埋め込まれたアンカーによって前記剛性防護柵に取り付けられており、
前記外装板は前記立設部に取り付けられていて、前記剛性防護柵の側面および上面のうち少なくとも側面に沿うように配置されていることを特徴とする剛性防護柵への外装板の取り付け構造。
A structure for attaching an exterior plate to a rigid protection fence standing along a road, the top beam member being provided at the top of the rigid protection fence and extending in a direction along the road, and attached to the top beam member An exterior plate, and
The top beam member is
Sandwiching portions facing each other so as to sandwich both side surfaces of the top of the rigid protective fence; and
A connecting portion that is disposed above the top of the rigid protective fence and connects the opposing sandwiching portions;
An upright portion that is erected above the connecting portion, extends in a direction along the road, and is connected to the connecting portion;
Have
And the top beam member is attached to the rigid protective fence by an anchor embedded in the top of the rigid protective fence,
The mounting structure of the exterior plate to the rigid protection fence, wherein the exterior plate is attached to the standing portion and is disposed along at least the side surface of the side surface and the upper surface of the rigid protection fence.
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、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を有してなり、
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請求項1に記載の剛性防護柵への外装板の取り付け構造。
The top beam 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 member The beam member has a vertical plate-like portion and a horizontal plate-like portion,
The sandwiching 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. The structure for attaching an exterior plate to the rigid protective fence according to claim 1.
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両側面のうちの一方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両側面のうちの他方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の梁部材の前記一方の側面に沿う板状部および前記第2の梁部材の前記他方の側面に沿う板状部を有してなり、
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請求項1に記載の剛性防護柵への外装板の取り付け構造。
The top beam member includes a first beam member and a second beam member, and the first beam member includes a plate-like portion and a horizontal direction along one side surface of both side surfaces of the rigid protective fence. In addition, the second beam member has a plate-like portion and a horizontal plate-like portion along the other side surface of the both sides of the rigid guard fence,
The sandwiched portion of the top beam member has a plate-like portion along the one side surface of the first beam member and a plate-like portion along the other side surface 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. The structure for attaching an exterior plate to the rigid protective fence according to claim 1.
前記アンカーは前記剛性防護柵の頂部に1列に設けられており、かつ、隣り合う前記アンカー同士の間隔は500mm以上1500mm以下であることを特徴とする請求項1〜3のいずれかに記載の剛性防護柵への外装板の取り付け構造。   The said anchor is provided in the top part of the said rigid guard fence, and the space | interval of the said adjacent anchors is 500 mm or more and 1500 mm or less, The Claim 1 characterized by the above-mentioned. Mounting structure of the exterior plate to the rigid protective fence. 前記連結部には、前記剛性防護柵の延びる方向に長くなっている長孔が上下方向に貫通するように設けられており、前記アンカーは前記長孔を挿通していることを特徴とする請求項1〜4のいずれかに記載の剛性防護柵への外装板の取り付け構造。   A long hole extending in a direction in which the rigid guard fence extends is provided in the connecting portion so as to penetrate vertically, and the anchor is inserted through the long hole. Item 5. A structure for attaching an exterior plate to the rigid protective fence according to any one of Items 1 to 4. 前記連結部よりも上方に立設されて、かつ、前記道路に沿う方向と略直交するように配置された板状の補強部をさらに有し、該板状の補強部は前記連結部および前記立設部と連結されていることを特徴とする請求項1〜5のいずれかに記載の剛性防護柵への外装板の取り付け構造。   It further has a plate-like reinforcing portion that is erected above the connecting portion and is arranged so as to be substantially orthogonal to the direction along the road, and the plate-like reinforcing portion includes the connecting portion and the connecting portion. The structure for attaching an exterior plate to a rigid protective fence according to any one of claims 1 to 5, wherein the structure is connected to a standing portion. 前記板状の補強部には前記道路に沿う方向と略平行な方向に貫通孔が設けられており、該貫通孔にはワイヤが挿通されていることを特徴とする請求項6に記載の剛性防護柵への外装板の取り付け構造。   The rigidity according to claim 6, wherein a through hole is provided in the plate-shaped reinforcing portion in a direction substantially parallel to the direction along the road, and a wire is inserted into the through hole. Mounting structure of the exterior plate to the protective fence. 前記連結部には上下方向に移動可能な高さ調整部材が取り付けられており、該高さ調整部材の下端は前記連結部の下端よりも下方に突出可能であることを特徴とする請求項1〜7のいずれかに記載の剛性防護柵への外装板の取り付け構造。   The height adjustment member which can move to the up-down direction is attached to the said connection part, The lower end of this height adjustment member can protrude below the lower end of the said connection part. A structure for attaching an exterior plate to the rigid protective fence according to any one of? 前記高さ調整部材はボルトであることを特徴とする請求項8に記載の剛性防護柵への外装板の取り付け構造。   The structure for attaching an exterior plate to a rigid protective fence according to claim 8, wherein the height adjusting member is a bolt. 前記頂部梁部材は、前記剛性防護柵の延びる方向に分割して切り離すことができ、かつ、交換可能であることを特徴とする請求項1〜9のいずれかに記載の剛性防護柵への外装板の取り付け構造。   The exterior to the rigid protective fence according to any one of claims 1 to 9, wherein the top beam member can be divided and separated in the extending direction of the rigid protective fence and can be replaced. Board mounting structure. 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への外装板の取り付け構造。   The structure for attaching an exterior plate to a rigid protective fence according to any one of claims 1 to 10, wherein the top beam member is made of steel. 前記外装板は、前記剛性防護柵の外側面に沿う面を有する第1の外装板と、前記剛性防護柵の内側面に沿う面を有する第2の外装板と、に分割されており、
一方、前記剛性防護柵への外装板の取り付け構造は、さらに、
前記剛性防護柵の外側面に沿って配置されており、かつ、上部が前記頂部梁部材と連結されている複数の吊部材と、
複数の前記吊部材の下部に取り付けられており、かつ、水平方向に延びる下部水平部材と、
を備え、
前記頂部梁部材、前記複数の吊部材、および前記下部水平部材は、長方形状の枠体を形成しており、
前記外装板のうち、前記第1の外装板は、前記長方形状の枠体の外側に取り付けられていることを特徴とする請求項1〜11のいずれかに記載の剛性防護柵への外装板の取り付け構造。
The exterior plate is divided into a first exterior plate having a surface along the outer surface of the rigid protective fence, and a second exterior plate having a surface along the inner surface of the rigid protective fence,
On the other hand, the mounting structure of the exterior plate to the rigid protective fence further includes:
A plurality of suspension members disposed along an outer surface of the rigid guard fence and having an upper portion connected to the top beam member;
A lower horizontal member attached to the lower part of the plurality of suspension members and extending in the horizontal direction;
With
The top beam member, the plurality of suspension members, and the lower horizontal member form a rectangular frame,
The said exterior board among the said exterior boards is attached to the outer side of the said rectangular frame, The exterior board to the rigid protection fence in any one of Claims 1-11 characterized by the above-mentioned. Mounting structure.
前記長方形状の枠体の外側に取り付けられた前記第1の外装板は、その上端部が前記連結部よりも上方に達しており、前記連結部よりも上方に達している前記上端部のうちの少なくとも一部の部位は前記剛性防護柵の側へ折り曲げられており、
前記剛性防護柵の側へ折り曲げられた前記部位の上側の面にはリング状の部材が設けられており、該リング状の部材にはワイヤが挿通されていることを特徴とする請求項12に記載の剛性防護柵への外装板の取り付け構造。
The first exterior plate attached to the outside of the rectangular frame has an upper end portion that is higher than the connection portion, and the upper end portion that is higher than the connection portion. At least a portion of is bent to the side of the rigid protective fence,
13. A ring-shaped member is provided on an upper surface of the portion bent toward the rigid protective fence, and a wire is inserted into the ring-shaped member. Mounting structure of exterior plate to the described rigid guard fence.
前記長方形状の枠体の外側に取り付けられた前記第1の外装板は、その下端部に水切り構造をさらに有し、
該水切り構造は、
前記第1の外装板のうちの前記剛性防護柵の外側面に沿う部位の最下部と連結していて下方に突起した突起部と、
前記突起部と連結していて前記剛性防護柵の側へ斜め下方に延びる傾斜部と、
前記傾斜部の最下部と連結していて略鉛直方向下向きに延びる鉛直部と、
を有していることを特徴とする請求項12または13に記載の剛性防護柵への外装板の取り付け構造。
The first exterior plate attached to the outside of the rectangular frame further has a draining structure at its lower end,
The draining structure is
A protrusion that is connected to the lowermost portion of the first exterior plate along the outer surface of the rigid protective fence and protrudes downward;
An inclined portion connected to the protrusion and extending obliquely downward toward the rigid guard fence;
A vertical part connected to the lowermost part of the inclined part and extending downward in a substantially vertical direction;
14. The structure for attaching an exterior plate to a rigid protective fence according to claim 12 or 13, characterized by comprising:
前記第1の外装板は、前記剛性防護柵の延びる方向に分割して切り離すことができ、かつ、交換可能であることを特徴とする請求項12〜14のいずれかに記載の剛性防護柵への外装板の取り付け構造。   15. The rigid protective fence according to claim 12, wherein the first exterior plate can be divided and separated in a direction in which the rigid protective fence extends, and is replaceable. The mounting structure of the exterior board. 前記複数の吊部材および前記下部水平部材は、いずれも鋼製であることを特徴とする請求項12〜15のいずれかに記載の剛性防護柵への外装板の取り付け構造。   The structure for attaching an exterior plate to a rigid protective fence according to any one of claims 12 to 15, wherein each of the plurality of suspension members and the lower horizontal member is made of steel. 前記剛性防護柵は、前記道路に沿って設けられた地覆上に立設されており、
一方、前記外装板は、前記剛性防護柵の外側面に沿う面を有する第1の外装板と、前記剛性防護柵の内側面に沿う面を有する第2の外装板と、に分割されており、
前記外装板のうち、前記第2の外装板は、前記頂部梁部材の前記立設部に取り付けられているとともに、前記地覆の上面にも取り付けられていることを特徴とする請求項1〜16のいずれかに記載の剛性防護柵への外装板の取り付け構造。
The rigid protective fence is erected on a ground cover provided along the road,
On the other hand, the exterior plate is divided into a first exterior plate having a surface along the outer surface of the rigid protective fence and a second exterior plate having a surface along the inner surface of the rigid protective fence. ,
The said 2nd exterior board is attached to the upper surface of the said ground cover while being attached to the said standing part of the said top beam member among the said exterior boards. The structure for attaching an exterior plate to the rigid protective fence according to any one of 16.
前記第2の外装板は、前記剛性防護柵の延びる方向に分割して切り離すことができ、かつ、交換可能であることを特徴とする請求項17に記載の剛性防護柵への外装板の取り付け構造。   The attachment of the exterior plate to the rigid protective fence according to claim 17, wherein the second exterior plate can be divided and separated in the extending direction of the rigid protective fence, and is replaceable. Construction.
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Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6231122U (en) * 1985-08-05 1987-02-24
JPS6231121U (en) * 1985-08-05 1987-02-24
JPS6231120U (en) * 1985-08-05 1987-02-24
US5531540A (en) * 1995-01-13 1996-07-02 Yew Corporation Reinforcement system for highway barriers
JPH10110414A (en) * 1996-10-07 1998-04-28 Unie Kurieiteibu Eng:Kk Flexible complex protective fence
JP2001241011A (en) * 2000-02-25 2001-09-04 Guardrail Kogyo Kk Method and device for fixing column to wall balustrade
JP2001355209A (en) * 2000-06-13 2001-12-26 Kyobashi Kogyo Kk Repairing method for concrete handrail
JP2003199224A (en) * 2001-12-28 2003-07-11 Kawada Construction Co Ltd Duct for storing cable and fixing method therefor
JP2005201030A (en) * 2004-01-15 2005-07-28 Nakagawa Kensetsu Kogyo Kk Column to be fixed on handrail wall of veranda, fence fixed by using this column and temporary scaffold for work
JP2007314977A (en) * 2006-05-24 2007-12-06 Central Nippon Expressway Co Ltd Expansion and contraction gap covering structure of wall balustrade
JP2010121360A (en) * 2008-11-19 2010-06-03 Ohbayashi Corp Structure and construction method for repairing and reinforcing wall body of existing structure
JP2011174372A (en) * 2011-05-02 2011-09-08 Krt:Kk Steel balustrade
JP2015148071A (en) * 2014-02-05 2015-08-20 Jfeエンジニアリング株式会社 Reinforcement structure for rigid guard fence
JP2015148073A (en) * 2014-02-05 2015-08-20 Jfeエンジニアリング株式会社 Structure for fitting outer casing to road-side side surface of rigid guard fence
JP2015148072A (en) * 2014-02-05 2015-08-20 Jfeエンジニアリング株式会社 Structure for fitting outer casing to outer side surface of rigid guard fence

Patent Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6231122U (en) * 1985-08-05 1987-02-24
JPS6231121U (en) * 1985-08-05 1987-02-24
JPS6231120U (en) * 1985-08-05 1987-02-24
US5531540A (en) * 1995-01-13 1996-07-02 Yew Corporation Reinforcement system for highway barriers
JPH10110414A (en) * 1996-10-07 1998-04-28 Unie Kurieiteibu Eng:Kk Flexible complex protective fence
JP2001241011A (en) * 2000-02-25 2001-09-04 Guardrail Kogyo Kk Method and device for fixing column to wall balustrade
JP2001355209A (en) * 2000-06-13 2001-12-26 Kyobashi Kogyo Kk Repairing method for concrete handrail
JP2003199224A (en) * 2001-12-28 2003-07-11 Kawada Construction Co Ltd Duct for storing cable and fixing method therefor
JP2005201030A (en) * 2004-01-15 2005-07-28 Nakagawa Kensetsu Kogyo Kk Column to be fixed on handrail wall of veranda, fence fixed by using this column and temporary scaffold for work
JP2007314977A (en) * 2006-05-24 2007-12-06 Central Nippon Expressway Co Ltd Expansion and contraction gap covering structure of wall balustrade
JP2010121360A (en) * 2008-11-19 2010-06-03 Ohbayashi Corp Structure and construction method for repairing and reinforcing wall body of existing structure
JP2011174372A (en) * 2011-05-02 2011-09-08 Krt:Kk Steel balustrade
JP2015148071A (en) * 2014-02-05 2015-08-20 Jfeエンジニアリング株式会社 Reinforcement structure for rigid guard fence
JP2015148073A (en) * 2014-02-05 2015-08-20 Jfeエンジニアリング株式会社 Structure for fitting outer casing to road-side side surface of rigid guard fence
JP2015148072A (en) * 2014-02-05 2015-08-20 Jfeエンジニアリング株式会社 Structure for fitting outer casing to outer side surface of rigid guard fence

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