JP4464903B2 - Guard fence and vehicle guard fence - Google Patents

Guard fence and vehicle guard fence Download PDF

Info

Publication number
JP4464903B2
JP4464903B2 JP2005324872A JP2005324872A JP4464903B2 JP 4464903 B2 JP4464903 B2 JP 4464903B2 JP 2005324872 A JP2005324872 A JP 2005324872A JP 2005324872 A JP2005324872 A JP 2005324872A JP 4464903 B2 JP4464903 B2 JP 4464903B2
Authority
JP
Japan
Prior art keywords
main body
support
roadway
column main
base plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP2005324872A
Other languages
Japanese (ja)
Other versions
JP2007132048A (en
Inventor
淳志 宇佐美
卓也 三上
明光 山内
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Engineering Co Ltd
Original Assignee
Sumikei Nikkei Engineering Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sumikei Nikkei Engineering Co Ltd filed Critical Sumikei Nikkei Engineering Co Ltd
Priority to JP2005324872A priority Critical patent/JP4464903B2/en
Publication of JP2007132048A publication Critical patent/JP2007132048A/en
Application granted granted Critical
Publication of JP4464903B2 publication Critical patent/JP4464903B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Description

本発明は、防護柵用支柱および車両用防護柵に関する。   The present invention relates to a protective fence post and a vehicle protective fence.

車両用防護柵は、車両が走行車線(車道)から逸脱したときに、車道からの車両の転落を防止するものであり、所定間隔で立設した複数の支柱(以下、「防護柵用支柱」という。)間に横梁やワイヤなどの横架材を掛け渡した構造を備えている。   The guard fence for vehicles prevents a vehicle from falling from the roadway when the vehicle deviates from the driving lane (roadway). A plurality of pillars (hereinafter referred to as “guard fence pillars”) standing at predetermined intervals. It has a structure in which a horizontal member such as a horizontal beam or wire is stretched between them.

車両の転落防止という観点からは、車両用防護柵の剛性・強度が大きい方がよいが、必要以上に大きくすると、衝突時の衝撃により運転者や搭乗者に大きなダメージを与えるおそれがあり、また、車両用防護柵に接触又は衝突した車両が車道に跳ね返されて二次災害を引き起こすおそれもある。   From the standpoint of preventing the vehicle from falling, it is better that the rigidity / strength of the guard fence for the vehicle is large. However, if it is made larger than necessary, there is a risk that the driver or passenger will be damaged greatly due to the impact at the time of collision. There is also a risk that a vehicle that has contacted or collided with the vehicle protective fence will be bounced back to the roadway and cause a secondary disaster.

このため、従来の車両用防護柵は、車両が接触又は衝突してある程度以上の外力が加わったときに先ず横架材の圧潰および曲げ変形によって衝撃が吸収され、次いで防護柵用支柱の反り及び変形によって衝撃が吸収されるように構成されている。このようにすることで、運転者や搭乗者の被害を最小限に抑えることが可能になるとともに、車両の車道側への跳ね返りを防止することが可能となる(例えば、特許文献1〜特許文献3参照)。   For this reason, in the conventional fence for vehicles, when a vehicle contacts or collides and an external force of a certain level or more is applied, the impact is first absorbed by crushing and bending deformation of the horizontal member, and then the warp of the guard fence post and It is comprised so that an impact may be absorbed by a deformation | transformation. By doing so, it becomes possible to minimize damage to the driver and passengers and to prevent the vehicle from rebounding to the roadway (for example, Patent Documents 1 to 5). 3).

特許文献1〜特許文献3の防護柵用支柱は、いずれも、車道に沿って構築された基礎(地覆)に固定されるベースプレートと、車道に沿って配置される横架材を支持する支柱本体とを備えて構成されている。なお、特許文献1および特許文献2の防護柵用支柱は、支柱本体をベースプレートに溶接していないが、特許文献3の防護柵用支柱は、支柱本体の下端のみをベースプレートに溶接している。   Patent Documents 1 to 3 all of the guard fence columns support a base plate that is fixed to a foundation (cover) built along the roadway, and a column that supports the horizontal member disposed along the roadway. And a main body. In addition, although the support | pillar for protection fences of patent document 1 and patent document 2 does not weld the support | pillar main body to a baseplate, the support | pillar for protection fence of patent document 3 welds only the lower end of a support | pillar main body to a baseplate.

実公平3−51487号公報Japanese Utility Model Publication No. 3-51487 特開平11−117245号公報JP-A-11-117245 特開2005−188031号公報JP 2005-1888031 A

車道を逸脱した車両は、まず初めに横架材に接触・衝突するのが通常で、支柱本体に直接的に接触・衝突することは稀であるが、支柱本体に直接的に接触・衝突した場合においても車両をスムーズに誘導するためには、ベースプレートを固定するためのアンカーボルト以外の部材が支柱本体の前面(車道に臨む面)よりも車道側に配置されていないことが望ましい。このような観点からすると、支柱本体の前面よりも車道側に補強リブが配置されている特許文献1の防護柵用支柱には、改善の余地が残されていると言える。また、特許文献1の防護柵用支柱は、ベースプレートに立設された支柱支持体に対して支柱本体を固定する構成であるが、支柱支持体が複雑な構造であるとともに、施工に際しては支柱支持体に支柱本体を固定する作業が必要になることから、車両用防護柵の製造・設置費用を安価にすることが困難であった。   Vehicles that deviate from the roadway usually contact or collide with the horizontal member first, and rarely contact or collide directly with the column body, but directly contact and collide with the column body. Even in this case, in order to guide the vehicle smoothly, it is desirable that members other than the anchor bolts for fixing the base plate are not arranged on the roadway side from the front surface (surface facing the roadway) of the column main body. From this point of view, it can be said that there is room for improvement in the protective fence support of Patent Document 1 in which the reinforcing ribs are arranged on the roadway side of the front surface of the support body. Moreover, although the support | pillar for protection fences of patent document 1 is the structure which fixes a support | pillar main body with respect to the support | pillar support standingly arranged by the baseplate, while a support | pillar support body is a complicated structure, it supports a support | pillar at the time of construction. Since it is necessary to fix the column main body to the body, it is difficult to reduce the cost of manufacturing and installing the vehicle protection fence.

特許文献2の防護柵用支柱では、支柱本体が、ベースプレートに立設されたセンタースチフナーにのみ溶接されていて、ベースプレートには溶接されていないので、車両が横架材に接触・衝突したときに、センタースチフナーに大きな引張力が集中的に作用することになる。したがって、特許文献2の防護柵用支柱においては、センタースチフナーを重厚なものにする必要があるが、このようにすると、不経済になるだけでなく、美観も損ねてしまう。なお、センタースチフナーを軽薄にすると、小さな衝撃力でも支柱本体が大きく傾いてしまうことになる。   In the protective fence support of Patent Document 2, the support main body is welded only to the center stiffener erected on the base plate, and is not welded to the base plate. A large tensile force acts on the center stiffener intensively. Therefore, in the protective fence support of Patent Document 2, it is necessary to make the center stiffener heavy. However, this is not only uneconomical but also detracts from aesthetics. If the center stiffener is made light and thin, the column main body will be greatly inclined even with a small impact force.

特許文献3の防護柵用支柱には、支柱本体に対する加工工数が多くなるという問題がある。すなわち、特許文献3の防護柵用支柱においては、支柱本体の後面側(車道と反対の面側)に切欠きを形成するとともに、当該切欠きに補強プレートを溶接する必要があるので、支柱本体の製造に手間と費用とを要することになる。また、ベースプレートと支柱本体とは、溶接により接合されているが、溶接長が支柱本体の外周の長さ分だけであるので、衝突時に発生する衝撃力に対して充分な強度を維持するためには、高度な溶接技術が必要になる。   The protective fence support of Patent Document 3 has a problem that the number of processing steps for the support body increases. That is, in the protective fence support of Patent Document 3, it is necessary to form a notch on the rear side (the side opposite to the roadway) of the support body and weld the reinforcing plate to the notch. It will take time and money to manufacture. In addition, the base plate and the column main body are joined by welding, but the weld length is only the length of the outer periphery of the column main body, so that sufficient strength against the impact force generated at the time of collision is maintained. Requires advanced welding techniques.

このような観点から、本発明は、前記した従来技術の問題点を解決することが可能な低コストの防護柵用支柱および車両用防護柵を提供することを課題とする。   From such a viewpoint, an object of the present invention is to provide a low-cost protective fence post and a vehicle protective fence capable of solving the above-described problems of the prior art.

このような課題を解決するために創案された本発明は、車道に沿って配置される横架材を支持する防護柵用支柱であって、前記車道に沿って構築された基礎に固定されるベースプレートと、当該ベースプレートの上面に溶接により接合される支柱本体と、前記ベースプレートと前記支柱本体とに溶接により接合される補強部材とを備えており、前記補強部材が、前記支柱本体の車道側の縁端に接する直線であって前記横架材に平行な前側基準線と、前記支柱本体の断面の図心を通る直線であって前記横架材に平行な後側基準線との間に配置されていることを特徴とする。   The present invention devised to solve such a problem is a guard post for supporting a horizontal member disposed along a roadway, and is fixed to a foundation constructed along the roadway. A base plate, a column main body joined to the upper surface of the base plate by welding, and a reinforcing member joined to the base plate and the column main body by welding, the reinforcing member on the roadway side of the column main body Arranged between a straight reference line that is in contact with the edge and parallel to the horizontal member, and a straight reference line that passes through the centroid of the cross section of the column body and is parallel to the horizontal member. It is characterized by being.

本発明に係る防護柵用支柱は、ベースプレートに支柱本体を溶接し、ベースプレートと支柱本体とに補強部材を溶接するだけで製造することができる。また、本発明に係る防護柵用支柱は、補強部材を支柱本体とベースプレートとに溶接しているので、ベースプレートと支柱本体との接合強度が高い。すなわち、補強部材を設けることで、支柱本体の周長以上の溶接長を確保することが可能となり、その結果、横架材等に車両が接触・衝突した際に接合部分の破断が先行することを防止することが可能となる。なお、車両が横架材等に接触・衝突すると、接合部分の前側(車道側)には、支柱本体をベースプレートから引き剥がそうとする力(引張力)が作用することになるが、本発明に係る防護柵用支柱は、当該引張力に抵抗できるような位置(すなわち、支柱本体の車道側の縁端に接する直線であって横架材に平行な前側基準線を含む鉛直面と、支柱本体の断面の図心を通る直線であって横架材に平行な中間基準線を含む鉛直面との間)に補強部材を備えているので、当該引張力に対する抵抗力が高い。なお、補強部材の車道側に臨む面は、支柱本体の車道側縁端と面一の位置としてもよい。 The support fence post according to the present invention can be manufactured by simply welding the support body to the base plate and welding the reinforcing member to the base plate and the support body. Moreover, since the reinforcement fence support according to the present invention welds the reinforcing member to the support main body and the base plate, the joint strength between the base plate and the support main body is high. In other words, by providing a reinforcing member, it is possible to secure a weld length that is equal to or greater than the circumferential length of the column main body, and as a result, when the vehicle contacts or collides with the horizontal member, the joint portion breaks first. Can be prevented. In addition, when a vehicle contacts or collides with a horizontal member or the like, a force (tensile force) for pulling the column main body off the base plate acts on the front side (roadway side) of the joint portion. The protective fence post according to the position where the tensile force can be resisted (that is, a vertical surface including a front reference line parallel to the horizontal member that is in contact with the edge of the support body on the roadway side, and the post Since the reinforcing member is provided between the vertical plane including the intermediate reference line parallel to the horizontal member and passing through the centroid of the cross section of the main body, the resistance to the tensile force is high. In addition, the surface facing the roadway side of the reinforcing member may be flush with the roadway side edge of the column main body.

本発明においては、支柱本体をベースプレートに溶接しているので、引張力が補強部材だけに集中することはなく、支柱本体と補強部材とに分散することになる。つまり、本発明によれば、補強部材を重厚にする必要がないので、すっきりとした美観を実現することが可能となり、さらには、材料費を削減することが可能となる。   In the present invention, since the column main body is welded to the base plate, the tensile force is not concentrated only on the reinforcing member, but is distributed to the column main body and the reinforcing member. That is, according to the present invention, since it is not necessary to make the reinforcing member heavy, it is possible to realize a clean aesthetic appearance, and it is possible to reduce material costs.

なお、横架材には、棒状(中空のものを含む)の梁材のほか、ワイヤ等の線状部材や適宜な形状に折り曲げ成形された板状部材などが含まれる。   The horizontal member includes a rod-like (including hollow) beam member, a linear member such as a wire, and a plate-like member bent into an appropriate shape.

さらに、本発明においては、補強部材が、前記した前側基準線を含む鉛直面と中間基準線を含む鉛直面との間に配置されていて、支柱本体の前面(車道に臨む面)よりも車道側に突出していないので、万一、車両が走行車線より逸脱して車両用防護柵に接触・衝突した場合においても、補強部材に接触することなく車両をスムーズに誘導することが可能となる。 Further, in the present invention, the reinforcing member is disposed between the vertical surface including the front reference line and the vertical surface including the intermediate reference line, and is a roadway rather than the front surface (surface facing the roadway) of the column main body. Since it does not protrude to the side, even if the vehicle deviates from the travel lane and contacts / collises with the vehicle guard fence, the vehicle can be smoothly guided without contacting the reinforcing member.

支柱本体は、例えば、筒状の形材(形鋼、アルミニウム形材、アルミニウム合金形材など)を用いて形成することができるが、材料調達が容易な角筒状の形鋼を用いて形成すれば、その製造コストを削減することが可能となる。   The column main body can be formed using, for example, a cylindrical shape (such as a steel shape, an aluminum shape, or an aluminum alloy shape), but is formed using a square tube shape that facilitates material procurement. Then, the manufacturing cost can be reduced.

角筒状の形材を用いて支柱本体を形成した場合には、その一側面を前記車道に臨ませた状態で前記ベースプレートに立設するとよい。このようにすると、支柱本体の車道に臨む面に横架材を取り付け易くなる。   In the case where the column main body is formed by using a rectangular tube-shaped member, it is preferable that the base plate is erected with one side faced to the roadway. If it does in this way, it will become easy to attach a horizontal member to the field which faces the roadway of a support body.

角筒状の形材からなる支柱本体を、その一側面を車道に臨ませた状態で設置した場合には、前記補強部材の前記車道に臨む面を、前記支柱本体の前記車道に臨む面と平行にするとよい。このようにすると、調和のとれた外観となる。   When the column main body made of a rectangular tube-shaped material is installed with one side faced to the roadway, the surface of the reinforcing member facing the roadway is the surface of the column main body facing the roadway. It should be parallel. This gives a harmonious appearance.

なお、前記補強部材を、前記支柱本体の左右両側に配置すると、支柱本体に作用した引張力が左右に分散することになるので、接合部分が破断し難くなる。また、左右の前記補強部材を一直線上に配置すると、支柱本体に作用した引張力が左右均等に分散することになるので、接合部分がより一層破断し難くなる。   If the reinforcing members are disposed on both the left and right sides of the column main body, the tensile force acting on the column main body is distributed to the left and right, so that the joint portion is difficult to break. Further, if the left and right reinforcing members are arranged in a straight line, the tensile force acting on the column main body will be evenly distributed on the left and right sides, so that the joint portion will be more difficult to break.

また、本発明においては、前記横架材を、前記支柱本体の前記車道に臨む面に一点止めするとよい。このようにすると、道路勾配の変化に伴って横架材に勾配を形成する場合に、容易に対応することが可能となる。   Moreover, in this invention, it is good to stop the said horizontal member at one point on the surface which faces the said roadway of the said support | pillar main body. In this way, it is possible to easily cope with a case where a gradient is formed in the horizontal member in accordance with a change in road gradient.

前記した課題を解決する本発明に係る車両用防護柵は、車道に沿って設置される横架材と、当該横架材を支持する防護柵用支柱とを備える車両用防護柵であって、前記横架材は、長手方向に連設された複数の中空梁材と、隣り合う前記中空梁材の境界部分の内部に配置された連結部材とを備えて構成されており、前記防護柵用支柱は、ベースプレートと、当該ベースプレートに立設された支柱本体と、前記ベースプレートと前記支柱本体とに溶接により接合される補強部材とを備えて構成されており、前記補強部材が、前記支柱本体の車道側の縁端に接する直線であって前記横架材に平行な前側基準線を含む鉛直面と、前記支柱本体の断面の図心を通る直線であって前記横架材に平行な中間基準線を含む鉛直面との間に配置されており、前記中空梁材と前記連結部材とは、ボルトにより接合されており、前記中空梁材は、前記支柱本体の前記車道に臨む面に当接しており、前記連結部材は、前記支柱本体を貫通する一本のボルトにより前記支柱本体に固定されていることを特徴とする。このような車両用防護柵であれば、道路勾配の変化に伴って横架材に勾配を形成する場合に、容易に対応することが可能となる。また、防護柵用支柱に対しては、ボルト挿通孔を形成するのみでその他の切り欠き加工等の加工は不要であり、したがって、製造が容易である。 A vehicle protective fence according to the present invention that solves the above-described problem is a vehicle protective fence including a horizontal member installed along a roadway, and a protective fence column that supports the horizontal member, The horizontal member includes a plurality of hollow beam members arranged in a longitudinal direction and a connecting member disposed inside a boundary portion of the adjacent hollow beam members, The support column is configured to include a base plate, a support column main body standing on the base plate, and a reinforcing member joined to the base plate and the support column main body by welding . A straight line in contact with the edge on the roadway side and including a front reference line parallel to the horizontal member, and a straight line passing through the centroid of the cross section of the column main body and parallel to the horizontal member is disposed between the vertical plane including the line, the The empty beam member and the connecting member are joined by bolts, the hollow beam member is in contact with a surface of the column main body facing the roadway, and the connecting member passes through the column main body. It is fixed to the column main body by a bolt. With such a vehicular protective fence, it is possible to easily cope with the case where a slope is formed on the horizontal member in accordance with a change in the road slope. Further, the guard fence support is formed only by forming a bolt insertion hole, and other processing such as notch processing is unnecessary, and therefore, manufacture is easy.

本発明によれば、製造コストを抑えつつも、車両が車両用防護柵に対して衝突した際に当該車両をスムーズに誘導することが可能となり、さらには、すっきりとした美観を実現することが可能となる。また、支柱本体に対する加工工数が少なくなるので、支柱本体の製造を簡易かつ迅速に行うことが可能となる。   According to the present invention, it is possible to smoothly guide a vehicle when the vehicle collides against a vehicle guard fence while suppressing the manufacturing cost, and further, it is possible to realize a clean aesthetic appearance. It becomes possible. Moreover, since the number of processing steps for the column main body is reduced, the column main body can be manufactured easily and quickly.

図1に示すように、本実施形態に係る車両用防護柵Gは、車道Rに沿って設置される三条の横架材10,10,10と、この横架材10,10,…を支持する複数の防護柵用支柱20,20,…と、隣り合う防護柵用支柱20,20間に配置される格子30とを備えている。なお、各部材において、車道Rに臨む面を「前面」とし、その反対側の面を「後面」とする。   As shown in FIG. 1, the vehicle guard fence G according to the present embodiment supports three horizontal members 10, 10, 10 installed along the roadway R, and the horizontal members 10, 10,. Are provided with a plurality of guard fence posts 20, 20,... And a lattice 30 disposed between the guard fence posts 20, 20 adjacent to each other. In each member, the surface facing the roadway R is referred to as “front surface”, and the opposite surface is referred to as “rear surface”.

三条の横架材10,10,10は、互いに平行に配置されている。なお、本実施形態においては、三条の横架材10,10,10を備える車両用防護柵Gを例示するが、横架材10の条数を限定する趣旨ではない。   The three strips 10, 10, 10 are arranged in parallel to each other. In addition, in this embodiment, although the guard fence G for vehicles provided with the three strips of horizontal members 10, 10, and 10 is illustrated, it does not mean that the number of strips of the horizontal members 10 is limited.

横架材10は、長手方向に連設された複数の中空梁材11,11,…と、隣り合う中空梁材11,11の境界部分の内部に配置された連結部材12とを備えて構成されている。   The horizontal member 10 includes a plurality of hollow beam members 11, 11,... Arranged in the longitudinal direction, and a connecting member 12 disposed inside the boundary portion between the adjacent hollow beam members 11, 11. Has been.

中空梁材11は、角筒状を呈する形材であり、隣り合う支柱20,20の間隔と同じ長さに切断されている。なお、本実施形態においては、中空梁材11を構成する形材は、角筒状の形鋼(角型鋼管)からなる。図2に示すように、中空梁材11の後壁の端部には、挿通孔11aが形成されている。挿通孔11aには、ボルトB1の軸部が挿通され、その結果、連結部材12と中空梁材11とが固定される。また、中空梁材11の後壁の端縁には、半円状の切欠き11bが形成されている。切欠き11bには、ボルトB2の軸部が挿通される。   The hollow beam member 11 is a shape having a rectangular tube shape, and is cut to the same length as the interval between the adjacent columns 20 and 20. In the present embodiment, the shape of the hollow beam member 11 is made of square tube-shaped steel (square steel pipe). As shown in FIG. 2, an insertion hole 11 a is formed at the end of the rear wall of the hollow beam member 11. The shaft portion of the bolt B1 is inserted through the insertion hole 11a, and as a result, the connecting member 12 and the hollow beam member 11 are fixed. A semicircular cutout 11b is formed at the edge of the rear wall of the hollow beam member 11. The shaft portion of the bolt B2 is inserted into the notch 11b.

連結部材12は、隣り合う中空梁材11,11の境界部分を跨ぐように配置される。連結部材12は、中空梁材11の内部(内空)に挿入可能な外面形状を有する部材からなる。本実施形態においては、連結部材12は、角筒状を呈する形材(例えば、角筒状の形鋼(角型鋼管)や、L字形状の形鋼を溶接することにより角筒状に形成した鋼材など)からなり、その外面形状は、中空梁材11の内面形状と実質的に同一である。連結部材12には、その後壁の両端部のそれぞれに中空梁材11の挿通孔11aに対応する雌ねじ孔12aが形成されており、後面の中央部に中空梁材11の切欠き11bに対応する雌ねじ孔12bが形成されている。   The connecting member 12 is disposed so as to straddle the boundary portion between the adjacent hollow beam members 11 and 11. The connecting member 12 is made of a member having an outer surface shape that can be inserted into the hollow beam member 11 (inside). In the present embodiment, the connecting member 12 is formed in a square tube shape by welding a square tube shape member (for example, a square tube shape steel (square steel pipe) or an L-shaped shape steel). The outer surface shape is substantially the same as the inner surface shape of the hollow beam material 11. The connecting member 12 has a female screw hole 12a corresponding to the insertion hole 11a of the hollow beam member 11 at each of both end portions of the rear wall, and corresponds to the notch 11b of the hollow beam member 11 at the center of the rear surface. A female screw hole 12b is formed.

このような構成の横架材10を形成するには、中空梁材11,11同士を、連結部材12を介して連結すればよい。より詳細には、まず、一方の中空梁材11の端部に連結部材12の半分を挿入した上で、中空梁材11の挿通孔11aにボルトB1の軸部を挿通するとともに、その先端部を連結部材12の雌ねじ孔12aに螺合し、次いで、一方の中空梁材11の端部から突出した連結部材12を他方の中空梁材11の端部に挿入した上で、他方の中空梁材11の挿通孔11aにボルトB1の軸部を挿通するとともに、その先端部を連結部材12の雌ねじ孔12aに螺合すればよい(図4の(b)参照)。   In order to form the horizontal member 10 having such a configuration, the hollow beam members 11 and 11 may be connected to each other via the connecting member 12. More specifically, first, after half of the connecting member 12 is inserted into the end portion of one hollow beam member 11, the shaft portion of the bolt B1 is inserted into the insertion hole 11a of the hollow beam member 11, and the tip portion thereof. Is inserted into the female screw hole 12a of the connecting member 12, and then the connecting member 12 protruding from the end of one hollow beam member 11 is inserted into the end of the other hollow beam member 11, and then the other hollow beam is inserted. The shaft portion of the bolt B1 may be inserted into the insertion hole 11a of the material 11 and the tip portion may be screwed into the female screw hole 12a of the connecting member 12 (see FIG. 4B).

防護柵用支柱20(以下、「支柱20」という。)は、図3に示すように、車道Rに沿って構築された基礎Kに固定されるベースプレート21と、このベースプレート21の上面に溶接により接合される支柱本体22と、ベースプレート21と支柱本体22とに溶接により接合される補強部材23,23と、支柱本体22の側面に溶接により接合される張出片24と、支柱本体22の上端に溶接により接合される蓋板25と、を備えて構成されている。なお、基礎Kは、鉄筋コンクリート製であり、アンカーボルトB3が植設されている。   As shown in FIG. 3, the guard fence support 20 (hereinafter referred to as “support 20”) is fixed to a foundation K constructed along the roadway R, and welded to the upper surface of the base plate 21. The strut body 22 to be joined, the reinforcing members 23, 23 joined to the base plate 21 and the strut body 22 by welding, the overhanging piece 24 joined to the side surface of the strut body 22 by welding, and the upper end of the pillar body 22 And a lid plate 25 joined by welding. The foundation K is made of reinforced concrete, and anchor bolts B3 are planted.

ベースプレート21は、上面視矩形を呈する鋼板からなり、その四隅のそれぞれに挿通孔21aが形成されている。挿通孔21aには、基礎Kから突出するアンカーボルトB3の上端部が挿通される。ベースプレート21の中央部には、支柱本体22が載置される載置面21bが確保されており、この載置面21bには、水抜きとなる透孔21c,21cが形成されている。なお、ベースプレート21は、矩形を呈するものに限定されることはなく、図示は省略するが、多角形や円形等を呈するものであっても差し支えない。   The base plate 21 is made of a steel plate having a rectangular shape when viewed from above, and has insertion holes 21a at the four corners. The upper end portion of the anchor bolt B3 protruding from the foundation K is inserted through the insertion hole 21a. A placement surface 21b on which the column main body 22 is placed is secured at the center of the base plate 21, and through holes 21c and 21c for draining water are formed on the placement surface 21b. Note that the base plate 21 is not limited to a rectangular shape and is not illustrated, but may be a polygonal shape, a circular shape, or the like.

支柱本体22は、角筒状を呈する形材からなり、その一側面を車道Rに臨ませた状態でベースプレート21の上面に立設される。なお、本実施形態においては、支柱本体22を構成する形材は、角筒状の形鋼(角型鋼管)からなる。ベースプレート21と支柱本体22とは、その突合部分(境界部分)の全周に隅肉溶接を施すことにより接合される。支柱本体22の前面22aには、中空梁材11(図2参照)の端部の後面を当接させるための当接面22bが三箇所に確保されている。支柱本体22の前壁には、当接面22bに開口する挿通孔22cが形成されている。支柱本体22の後壁には、前壁に形成された挿通孔22c,22c,22cと同じ高さに、挿通孔22d,22d,22dが形成されている。挿通孔22c,22dには、連結部材12の雌ねじ孔12aに螺合されるボルトB2(図2参照)の軸部が挿通される。   The column main body 22 is made of a square tube-like shape, and is erected on the upper surface of the base plate 21 with one side faced to the roadway R. In the present embodiment, the shape member constituting the column main body 22 is made of square tube-shaped steel (square steel pipe). The base plate 21 and the column main body 22 are joined by performing fillet welding on the entire circumference of the abutting portion (boundary portion). The front surface 22a of the column main body 22 has three contact surfaces 22b for contacting the rear surface of the end portion of the hollow beam member 11 (see FIG. 2). An insertion hole 22 c that opens to the contact surface 22 b is formed in the front wall of the column main body 22. Insertion holes 22d, 22d, and 22d are formed in the rear wall of the column body 22 at the same height as the insertion holes 22c, 22c, and 22c formed in the front wall. A shaft portion of a bolt B2 (see FIG. 2) screwed into the female screw hole 12a of the connecting member 12 is inserted into the insertion holes 22c and 22d.

補強部材23は、ベースプレート21と支柱本体22との接合強度を増強するための部材であり、本実施形態では、支柱本体22の左右両側の各々に配置されていて、ベースプレート21の上面と支柱本体22の側面とに隅肉溶接により接合される。補強部材23は、本実施形態においては、略直角三角形状を呈する鋼板からなる。補強部材23の角部のうち、ベースプレート21と支柱本体22との境界部分に位置する角部23bは、この境界部分に施した隅肉溶接を避けるために切除されている。なお、補強部材23の形状は、図示のものに限定されることはなく、例えば、矩形、台形、多角形、扇形を呈するものであっても差し支えない。   The reinforcing member 23 is a member for enhancing the bonding strength between the base plate 21 and the column main body 22. In this embodiment, the reinforcing member 23 is disposed on each of the left and right sides of the column main body 22. It is joined to the side surface of 22 by fillet welding. In the present embodiment, the reinforcing member 23 is made of a steel plate having a substantially right triangle shape. Of the corners of the reinforcing member 23, corners 23b located at the boundary between the base plate 21 and the column main body 22 are cut away to avoid fillet welding applied to the boundary. The shape of the reinforcing member 23 is not limited to that shown in the figure, and may be, for example, a rectangle, a trapezoid, a polygon, or a fan.

図4の(c)に示すように、補強部材23は、支柱本体22の車道側の縁端に接する直線であって横架材10に平行な前側基準線Pと、支柱本体22の断面の図心Cを通る直線であって横架材10に平行な中間基準線Qとの間に配置されており、かつ、その前面(車道Rに臨む面)23aは、支柱本体22の前面(車道に臨む面)22aと平行になっている(図2参照)。すなわち、補強部材23は、前側基準線Pを含む鉛直面と中間基準線Qを含む鉛直面との間に配置されている。   As shown in FIG. 4C, the reinforcing member 23 is a straight line that is in contact with the edge on the roadway side of the column main body 22 and is parallel to the horizontal member 10, and a cross section of the column main body 22. The front surface (surface facing the roadway R) 23a is a straight line passing through the centroid C and parallel to the intermediate reference line Q parallel to the horizontal member 10. The front surface (surface facing the roadway R) 23a (Surface facing the surface) 22a (see FIG. 2). That is, the reinforcing member 23 is disposed between the vertical plane including the front reference line P and the vertical plane including the intermediate reference line Q.

なお、車両が横架材10等に接触・衝突すると、ベースプレート21と支柱本体22の接合部分(溶接部分)には、支柱本体22をベースプレート21から引き剥がそうとする力(引張力)が作用するが、この力は、中間基準線Qから前側基準線Pに向かうに従って大きくなるので、補強部材23は、できる限り前側基準線P寄り(すなわち、前側基準線Pと中間基準線Qの中間線よりも車道R寄り)に配置することが望ましく、理想的には、支柱本体22の前面22aと補強部材23の前面23aとを面一にすることが望ましい。本実施形態においては、支柱本体22の側面との突合部分において簡単かつ確実に隅肉溶接ができるように、補強部材23は、前側基準線Pから補強部材23の厚さと同等程度だけ中間基準線Q側に寄った位置に配置されている。   When the vehicle comes into contact with or collides with the horizontal member 10 or the like, a force (tensile force) for peeling the column main body 22 from the base plate 21 acts on the joint portion (welded portion) between the base plate 21 and the column main body 22. However, since this force increases from the intermediate reference line Q toward the front reference line P, the reinforcing member 23 is as close to the front reference line P as possible (that is, the intermediate line between the front reference line P and the intermediate reference line Q). It is desirable that the front surface 22a of the column main body 22 and the front surface 23a of the reinforcing member 23 be ideally flush with each other. In the present embodiment, the reinforcing member 23 has an intermediate reference line that is equal to the thickness of the reinforcing member 23 from the front reference line P so that fillet welding can be easily and reliably performed at the abutting portion with the side surface of the column main body 22. It is arranged at a position close to the Q side.

左右の補強部材23,23は、一直線上に配置されている。つまり、左右の補強部材23,23は、支柱本体22の前面22aと平行な鉛直面内に配置されている。   The left and right reinforcing members 23 are arranged on a straight line. That is, the left and right reinforcing members 23 are disposed in a vertical plane parallel to the front surface 22 a of the column main body 22.

図3に示す張出片24は、支柱本体22の両側面のそれぞれに二つずつ配置されている。すなわち、支柱本体22の両側面のそれぞれに、上下一対の張出片24,24が配置されている。張出片24には、挿通孔24aが形成されている。図4の(a)に示すように、上側の張出片24は、中段の横架材10と最下段の横架材10との間に配置されており、下側の張出片24は、最下段の横架材10の下方に配置されている。   Two overhanging pieces 24 shown in FIG. 3 are arranged on each side surface of the column main body 22. That is, a pair of upper and lower projecting pieces 24 and 24 are arranged on both side surfaces of the column main body 22. An insertion hole 24 a is formed in the overhanging piece 24. As shown in FIG. 4A, the upper overhanging piece 24 is arranged between the middle horizontal member 10 and the lowermost horizontal member 10, and the lower overhanging piece 24 is The lowermost horizontal member 10 is disposed below.

図3に示す蓋板25は、支柱本体22の上端の開口を塞ぐものである。蓋板25の外形形状は、支柱本体22の上端の開口を密封できるように、支柱本体22の外形形状と略同一に成形されている。   The lid plate 25 shown in FIG. 3 closes the opening at the upper end of the column main body 22. The outer shape of the lid plate 25 is formed to be substantially the same as the outer shape of the column main body 22 so that the opening at the upper end of the column main body 22 can be sealed.

このように構成された支柱20を基礎Kの上面に設置するには、図3に示すように、ベースプレート21の四隅にある挿通孔21a,21a,…にアンカーボルトB3の軸部を挿通させつつ、ベースプレート21を基礎Kの上面に載置し、その後、ベースプレート21の挿通孔21aから突出したアンカーボルトB3の軸部にナットN3を螺合すればよい。   In order to install the column 20 thus configured on the upper surface of the foundation K, the shaft portion of the anchor bolt B3 is inserted through the insertion holes 21a, 21a,... At the four corners of the base plate 21, as shown in FIG. The base plate 21 is placed on the upper surface of the foundation K, and then the nut N3 is screwed into the shaft portion of the anchor bolt B3 protruding from the insertion hole 21a of the base plate 21.

図2に示すように、支柱20に横架材10を支持させるには、中空梁材11,11の境界部分(すなわち、連結部材12が配置されている部分)を支柱本体22の前側に位置させつつ、支柱本体22の当接面22bに中空梁材11の後面の端部を当接させ、その後、支柱本体22の挿通孔22c,22dと中空梁材11の切欠き11bとにボルトB2の軸部を挿通するとともに、その先端部を連結部材12の雌ねじ孔12bに螺合すればよい(図4の(b)参照)。つまり、横架材10を支柱本体22の当接面22bに当接させたうえで、支柱本体22を貫通する一本のボルトB2により連結部材12を支柱本体22に固定すればよい。   As shown in FIG. 2, in order to support the horizontal member 10 on the column 20, the boundary portion of the hollow beam members 11, 11 (that is, the portion where the connecting member 12 is disposed) is positioned on the front side of the column body 22. Then, the end of the rear surface of the hollow beam member 11 is brought into contact with the contact surface 22b of the column main body 22, and then the bolt B2 is inserted into the insertion holes 22c and 22d of the column main body 22 and the notch 11b of the hollow beam member 11. Is inserted into the female screw hole 12b of the connecting member 12 (see FIG. 4B). That is, after the horizontal member 10 is brought into contact with the contact surface 22 b of the column main body 22, the connecting member 12 may be fixed to the column main body 22 with one bolt B <b> 2 penetrating the column main body 22.

格子30は、横架材10と平行に配置された上下一対の横材31,31と、この横材31,31間において上下方向に配置された複数の縦材32,32,…とを備えて構成されている。横材31は、断面L字形を呈する鋼製の形材(山形鋼)からなり、その端部には、支柱本体22の張出片24の挿通孔24a(図3参照)に対応する図示せぬ挿通孔が形成されている。縦材32は、帯状を呈する鋼製の形材からなり、溶接により横材31に接合されている。   The lattice 30 includes a pair of upper and lower horizontal members 31, 31 arranged in parallel with the horizontal member 10, and a plurality of vertical members 32, 32,... Arranged in the vertical direction between the horizontal members 31, 31. Configured. The cross member 31 is made of a steel section (an angle steel) having an L-shaped cross section, and an end portion thereof is illustrated corresponding to the insertion hole 24a (see FIG. 3) of the protruding piece 24 of the column main body 22. An insertion hole is formed. The vertical member 32 is made of a steel shape having a strip shape, and is joined to the horizontal member 31 by welding.

格子30を隣り合う支柱20,20間に設置するには、図4の(a)に示すように、上側の横材31を上側の張出片24に掛止し、その後、横材31の挿通孔(図示せず)と張出片24の挿通孔24a(図3参照)にボルトB4を挿通し、その軸部にナットN4を螺合すればよい。   In order to install the lattice 30 between the adjacent struts 20, 20, as shown in FIG. 4A, the upper cross member 31 is hooked on the upper projecting piece 24, and then the cross member 31 The bolt B4 may be inserted into the insertion hole (not shown) and the insertion hole 24a (see FIG. 3) of the overhanging piece 24, and the nut N4 may be screwed into the shaft portion.

以上説明した本実施形態に係る車両用防護柵Gによると、支柱本体22の車道Rに臨む面(前面22a)に横架材10がボルトB2により一点止めされているので、図5に示すように、道路勾配の変化に伴って横架材10に勾配を形成する場合に、容易に対応することが可能となる。   According to the vehicle guard fence G according to the present embodiment described above, the horizontal member 10 is fixed at one point by the bolt B2 on the surface (front surface 22a) facing the roadway R of the support body 22 as shown in FIG. In addition, it is possible to easily cope with the case where a slope is formed in the horizontal member 10 in accordance with a change in the road slope.

また、図3に示す本実施形態に係る支柱20は、ベースプレート21に支柱本体22を溶接し、ベースプレート21と支柱本体22とに補強部材23を溶接するだけで製造することができるので、その製造コストを削減することができる。しかも、補強部材23をベースプレート21と支柱本体22とに溶接しているので、補強部材23を省略した場合に比べて、ベースプレート21と支柱本体22との接合強度が高いものとなる。すなわち、補強部材23を設けることで、支柱本体22の周長以上の溶接長を確保することが可能となり、その結果、横架材10等に車両が接触・衝突した際に接合部分の破断が先行することを防止することが可能となる。なお、前記したように、車両が横架材10等に接触・衝突すると、接合部分の前側(車道側)には、支柱本体22をベースプレート21から引き剥がそうとする力(引張力)が作用することになるが、図4の(c)に示すように、本実施形態に係る支柱20は、当該引張力に抵抗できるような位置(すなわち、前側基準線Pと中間基準線Qとの間)に補強部材23を備えているので、当該引張力に対する抵抗力が高い。   Further, the column 20 according to the present embodiment shown in FIG. 3 can be manufactured by simply welding the column body 22 to the base plate 21 and welding the reinforcing member 23 to the base plate 21 and the column body 22. Cost can be reduced. In addition, since the reinforcing member 23 is welded to the base plate 21 and the column main body 22, the bonding strength between the base plate 21 and the column main body 22 is higher than when the reinforcing member 23 is omitted. That is, by providing the reinforcing member 23, it becomes possible to secure a weld length that is equal to or greater than the circumferential length of the column main body 22, and as a result, when the vehicle contacts and collides with the horizontal member 10, the joint portion is broken. It is possible to prevent preceding. As described above, when the vehicle contacts or collides with the horizontal member 10 or the like, a force (tensile force) for pulling the column main body 22 off the base plate 21 acts on the front side (the roadway side) of the joint portion. However, as shown in FIG. 4C, the support column 20 according to the present embodiment is positioned so that it can resist the tensile force (that is, between the front reference line P and the intermediate reference line Q). ) Is provided with the reinforcing member 23, the resistance to the tensile force is high.

しかも、本実施形態によると、支柱本体22の下端部の全周をベースプレート21に溶接しているので、補強部材23だけに引張力が集中的に作用することはなく、支柱本体22と補強部材23とに分散して作用することになる。つまり、本実施形態に係る支柱20によれば、補強部材23を重厚にする必要がないので、すっきりとした美観を実現することが可能となり、さらには、材料費を削減することが可能となる。   In addition, according to the present embodiment, since the entire circumference of the lower end portion of the column main body 22 is welded to the base plate 21, the tensile force does not concentrate on the reinforcement member 23 alone, and the column main body 22 and the reinforcement member 23 to act in a distributed manner. That is, according to the support column 20 according to the present embodiment, since it is not necessary to make the reinforcing member 23 heavy, it is possible to realize a clean aesthetics, and further, it is possible to reduce material costs. .

加えて、本実施形態によると、補強部材23が、前側基準線Pと中間基準線Qとの間に配置されていて、支柱本体22の前面22aよりも車道側に突出しておらず、かつ、支柱本体22ないし補強部材23よりも車道側に横架材10が位置しているので、万一、車両が車道を逸脱して車両用防護柵Gに衝突する場合においても、車両が直接的に支柱本体22に接触・衝突することはなく、その結果、当該車両をスムーズに誘導することが可能となる。   In addition, according to the present embodiment, the reinforcing member 23 is disposed between the front reference line P and the intermediate reference line Q, does not protrude toward the roadway side from the front surface 22a of the column main body 22, and Since the horizontal member 10 is located closer to the roadway side than the column main body 22 or the reinforcing member 23, even if the vehicle deviates from the roadway and collides with the protective fence G for the vehicle, the vehicle directly There is no contact / collision with the column main body 22, and as a result, the vehicle can be guided smoothly.

さらに、本実施形態によると、材料調達が容易な角筒状の形材を用いて中空梁材11、連結部材12および支柱本体22を形成しているので、その製造コストを削減することが可能となる。   Furthermore, according to this embodiment, since the hollow beam member 11, the connecting member 12, and the column main body 22 are formed using a rectangular tube-shaped material that can be easily procured, the manufacturing cost can be reduced. It becomes.

また、本実施形態によると、支柱本体22の一側面を車道Rに臨ませた状態でベースプレート21に立設したので(図3参照)、支柱本体22の車道に臨む面(前面22a)に横架材10を取り付け易くなる。   Further, according to the present embodiment, since one side surface of the column main body 22 faces the roadway R (see FIG. 3), the column main body 22 faces the surface (front surface 22a) facing the roadway. It becomes easy to attach the base material 10.

また、本実施形態によると、補強部材23の車道に臨む面(前面23a)を、支柱本体22の車道に臨む面(前面22a)と平行に配置したので(図4の(c)参照)、調和のとれた外観となる。   Further, according to the present embodiment, the surface (front surface 23a) facing the roadway of the reinforcing member 23 is arranged in parallel with the surface (front surface 22a) facing the roadway of the support column main body 22 (see FIG. 4C). A harmonious appearance.

また、補強部材23を、支柱本体22の左右両側に配置するとともに、左右の補強部材23,23を一直線上に配置したので(図4の(c)参照)、支柱本体22に作用した引張力が左右均等に分散することになる。つまり、本実施形態に係る支柱20によれば、ベースプレート21と支柱本体22との接合部分が破断し難くなる。   Further, since the reinforcing members 23 are arranged on both the left and right sides of the column main body 22 and the left and right reinforcing members 23 and 23 are arranged in a straight line (see FIG. 4C), the tensile force acting on the column main body 22 Will be evenly distributed from side to side. That is, according to the support | pillar 20 which concerns on this embodiment, the junction part of the baseplate 21 and the support | pillar main body 22 becomes difficult to fracture | rupture.

なお、前記した各種部材の構成は、適宜変更しても差し支えない。例えば、本実施形態においては、最上段に位置する横架材10を構成する中空梁材11が断面長方形で、中段および最下段に位置する横架材10を構成する中空梁材11が断面正方形である場合を例示したが(図4の(a)参照)、中空梁材11の断面形状を限定する趣旨でなく、例えば、図示は省略するが、断面多角形、断面円形を呈するものであっても差し支えない。   Note that the configuration of the various members described above may be changed as appropriate. For example, in the present embodiment, the hollow beam material 11 constituting the horizontal member 10 located at the uppermost stage has a rectangular cross section, and the hollow beam material 11 constituting the horizontal member 10 located at the middle and lowermost stages is a square shape. However, it is not intended to limit the cross-sectional shape of the hollow beam material 11, and for example, although it is not illustrated, it exhibits a cross-sectional polygon and a circular cross-section. There is no problem.

本実施形態においては、角筒状の支柱本体22を例示したが、これに限定されることはなく、例えば、図6に示すように、円筒状の支柱本体22であっても差し支えない。この場合においても、補強部材23は、支柱本体22の車道側の縁端に接する直線であって横架材10に平行な前側基準線Pと、支柱本体22の断面の図心Cを通る直線であって横架材10に平行な中間基準線Qとの間に配置するとよい。   In the present embodiment, the square columnar column main body 22 is exemplified, but the present invention is not limited to this. For example, as shown in FIG. Also in this case, the reinforcing member 23 is a straight line that is in contact with the edge of the column main body 22 on the roadway side and is parallel to the horizontal member 10 and a straight line passing through the centroid C of the cross section of the column main body 22. However, it may be arranged between the intermediate reference line Q parallel to the horizontal member 10.

また、前記した格子30は、図7に示す他の実施形態に係る車両用防護柵Gのように、省略してもよい。なお、図7の(a)は(b)に示す正面図(道路側から見た図)のX3−X3線断面図である。なお、図7に示す車両用防護柵Gには、前記した実施形態と同じ部分には同じ符号を付し、その詳細な説明を省略するが、図7に示す他の実施形態においては、最上段の横架材10が、中段や下段の横架材10と較べて断面の大きな形材で形成されている。   Moreover, you may abbreviate | omit the above-mentioned grating | lattice 30 like the guard fence G for vehicles which concerns on other embodiment shown in FIG. 7A is a cross-sectional view taken along the line X3-X3 of the front view (viewed from the road side) shown in FIG. 7B. In the vehicle guard fence G shown in FIG. 7, the same reference numerals are given to the same portions as those in the above-described embodiment, and the detailed description thereof is omitted, but in the other embodiments shown in FIG. The upper horizontal member 10 is formed of a shape having a larger cross section than the intermediate and lower horizontal members 10.

また、前記した実施形態においては、三条の横架材10の断面形状が総て異なる場合を例示したが(図4の(a)参照)、これに限定されることはなく、例えば、三条の横架材10を同一の断面形状としても差し支えないし、図7に示す他の実施形態のように、三条の横架材10のうちのいずれか二つを同一の断面形状としても差し支えない。また、前記した実施形態においては、中段の横架材10の断面寸法が一番大きい場合を例示したが(図4の(a)参照)、これに限定されることはなく、例えば、図7に示す他の実施形態のように、上段の横架材10の断面寸法を一番大きくしてもよい。   Further, in the above-described embodiment, the case where the cross-sectional shapes of the three strips 10 are all different (see (a) in FIG. 4) is not limited thereto. The horizontal member 10 may have the same cross-sectional shape, or any two of the three horizontal members 10 may have the same cross-sectional shape as in the other embodiment shown in FIG. In the above-described embodiment, the case where the cross-sectional dimension of the middle horizontal member 10 is the largest is illustrated (see FIG. 4A), but the present invention is not limited to this, for example, FIG. As in other embodiments shown in FIG. 4, the cross-sectional dimension of the upper horizontal member 10 may be the largest.

前記した実施形態においては、隣り合う支柱20,20の間隔と等しい長さの中空梁材11を例示したが、中空梁材11の長さを限定する趣旨ではなく、例えば、図示は省略するが、三本以上の支柱20に架設可能な長さを有するものであっても差し支えない。   In the above-described embodiment, the hollow beam material 11 having a length equal to the interval between the adjacent struts 20 and 20 is exemplified, but the length of the hollow beam material 11 is not limited, and for example, illustration is omitted. It does not matter even if it has a length that allows it to be installed on three or more struts 20.

本実施形態に係る車両用防護柵を示す斜視図である。It is a perspective view which shows the guard fence for vehicles which concerns on this embodiment. 本実施形態に係る車両用防護柵において横架材を取り外した状態を示す分解斜視図である。It is a disassembled perspective view which shows the state which removed the horizontal member in the guard fence for vehicles which concerns on this embodiment. 本実施形態に係る防護柵用支柱の分解斜視図である。It is a disassembled perspective view of the support fence post according to the present embodiment. (a)は本実施形態に係る車両用防護柵の断面図、(b)は(a)のX1−X線断面図、(c)は同じくX2−X2線断面図である。(A) is sectional drawing of the guard fence for vehicles which concerns on this embodiment, (b) is X1-X sectional view taken on the line of (a), (c) is X2-X2 sectional view similarly. 本実施形態に係る車両用防護柵の作用効果を説明するための拡大正面図である。It is an enlarged front view for demonstrating the effect of the guard fence for vehicles which concerns on this embodiment. 本実施形態に係る防護柵用支柱の変形例を示す断面図である。It is sectional drawing which shows the modification of the support | pillar for protection fences concerning this embodiment. (a)は他の実施形態に係る車両用防護柵の断面図、(b)は正面図である。(A) is sectional drawing of the guard fence for vehicles which concerns on other embodiment, (b) is a front view.

符号の説明Explanation of symbols

G 車両用防護柵
10 横架材
11 中空梁材
12 連結部材
20 支柱(防護柵用支柱)
21 ベースプレート
22 支柱本体
23 補強部材
P 前側基準線
Q 中間基準線
C 図心
K 基礎
R 車道
G Guard fence for vehicle 10 Horizontal member 11 Hollow beam material 12 Connecting member 20 Post (guard fence post)
21 Base plate 22 Column body 23 Reinforcement member P Front reference line Q Middle reference line C Centric center K Foundation R Roadway

Claims (8)

車道に沿って配置される横架材を支持する防護柵用支柱であって、
前記車道に沿って構築された基礎に固定されるベースプレートと、当該ベースプレートの上面に溶接により接合される支柱本体と、前記ベースプレートと前記支柱本体とに溶接により接合される補強部材とを備えており、
前記補強部材が、前記支柱本体の車道側の縁端に接する直線であって前記横架材に平行な前側基準線を含む鉛直面と、前記支柱本体の断面の図心を通る直線であって前記横架材に平行な中間基準線を含む鉛直面との間に配置されていることを特徴とする防護柵用支柱。
A support fence post that supports a horizontal member arranged along the roadway,
A base plate fixed to a foundation constructed along the roadway, a column main body joined to the upper surface of the base plate by welding, and a reinforcing member joined to the base plate and the column main body by welding. ,
The reinforcing member is a straight line that is in contact with an edge on the roadway side of the column main body and includes a vertical plane including a front reference line parallel to the horizontal member, and a straight line passing through the centroid of the cross section of the column main body. A protective fence support, which is disposed between a vertical plane including an intermediate reference line parallel to the horizontal member.
前記支柱本体は、角筒状の形材からなることを特徴とする請求項1に記載の防護柵用支柱。   The said support | pillar main body consists of a square cylinder-shaped shape material, The support | pillar for protection fences of Claim 1 characterized by the above-mentioned. 前記支柱本体は、その一側面を前記車道に臨ませた状態で前記ベースプレートに立設されていることを特徴とする請求項2に記載の防護柵用支柱。   3. The support fence post according to claim 2, wherein the support body is erected on the base plate with one side faced to the roadway. 4. 前記補強部材の前記車道に臨む面が、前記支柱本体の前記車道に臨む面と平行になっていることを特徴とする請求項3に記載の防護柵用支柱。   The support fence post according to claim 3, wherein a surface of the reinforcing member facing the roadway is parallel to a surface of the support body facing the roadway. 前記補強部材が、前記支柱本体の左右両側に配置されていることを特徴とする請求項3又は請求項4に記載の防護柵用支柱。   The support fence post according to claim 3 or 4, wherein the reinforcing member is disposed on both left and right sides of the support body. 左右の前記補強部材が一直線上に配置されていることを特徴とする請求項5に記載の防護柵用支柱。   6. The protective fence support according to claim 5, wherein the left and right reinforcing members are arranged in a straight line. 前記横架材は、前記支柱本体の前記車道に臨む面に一点止めされることを特徴とする請求項1乃至請求項6のいずれか一項に記載の防護柵用支柱。   The said horizontal member is fixed at one point to the surface which faces the said roadway of the said support | pillar main body, The support | pillar for protection fences as described in any one of Claim 1 thru | or 6 characterized by the above-mentioned. 車道に沿って設置される横架材と、当該横架材を支持する防護柵用支柱とを備える車両用防護柵であって、
前記横架材は、長手方向に連設された複数の中空梁材と、隣り合う前記中空梁材の境界部分の内部に配置された連結部材とを備えて構成されており、
前記防護柵用支柱は、ベースプレートと、当該ベースプレートに立設された支柱本体と、前記ベースプレートと前記支柱本体とに溶接により接合される補強部材とを備えて構成されており、
前記補強部材が、前記支柱本体の車道側の縁端に接する直線であって前記横架材に平行な前側基準線を含む鉛直面と、前記支柱本体の断面の図心を通る直線であって前記横架材に平行な中間基準線を含む鉛直面との間に配置されており、
前記中空梁材と前記連結部材とは、ボルトにより接合されており、
前記中空梁材は、前記支柱本体の前記車道に臨む面に当接しており、
前記連結部材は、前記支柱本体を貫通する一本のボルトにより前記支柱本体に固定されていることを特徴とする車両用防護柵。
A guard fence for a vehicle comprising a horizontal member installed along a roadway and a guard post for supporting the horizontal member,
The horizontal member is configured to include a plurality of hollow beam members arranged in a longitudinal direction and a connecting member disposed inside a boundary portion of the adjacent hollow beam members,
The protective fence support is configured to include a base plate, a support main body standing on the base plate, and a reinforcing member joined to the base plate and the support main body by welding ,
The reinforcing member is a straight line that is in contact with an edge on the roadway side of the column main body and includes a vertical plane including a front reference line parallel to the horizontal member, and a straight line passing through the centroid of the cross section of the column main body. It is arranged between the vertical plane including the intermediate reference line parallel to the horizontal member,
The hollow beam member and the connecting member are joined by a bolt,
The hollow beam material is in contact with the surface of the support body facing the roadway,
The vehicle protective fence according to claim 1, wherein the connecting member is fixed to the column main body by a single bolt penetrating the column main body.
JP2005324872A 2005-11-09 2005-11-09 Guard fence and vehicle guard fence Expired - Fee Related JP4464903B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2005324872A JP4464903B2 (en) 2005-11-09 2005-11-09 Guard fence and vehicle guard fence

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2005324872A JP4464903B2 (en) 2005-11-09 2005-11-09 Guard fence and vehicle guard fence

Publications (2)

Publication Number Publication Date
JP2007132048A JP2007132048A (en) 2007-05-31
JP4464903B2 true JP4464903B2 (en) 2010-05-19

Family

ID=38153930

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2005324872A Expired - Fee Related JP4464903B2 (en) 2005-11-09 2005-11-09 Guard fence and vehicle guard fence

Country Status (1)

Country Link
JP (1) JP4464903B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5443868B2 (en) * 2009-07-17 2014-03-19 株式会社住軽日軽エンジニアリング Guard post
JP2013177763A (en) * 2012-02-28 2013-09-09 Sekisui Jushi Co Ltd Guard fence

Also Published As

Publication number Publication date
JP2007132048A (en) 2007-05-31

Similar Documents

Publication Publication Date Title
JP5291283B2 (en) Guard post
JP4195708B2 (en) Guard post
JP4464903B2 (en) Guard fence and vehicle guard fence
JP6652461B2 (en) Bridge fence
JP5046900B2 (en) Protective fence
JP6231853B2 (en) Guard fence and its assembly method
JP4829759B2 (en) Protective fence
JP5443868B2 (en) Guard post
JP6663720B2 (en) Flexible grid panel, its support connection structure, and protective fence
JP5334883B2 (en) Protective fence
JP6652462B2 (en) Bridge fence
JP4377868B2 (en) Standing structure of protective fence support
JP6222662B2 (en) Reinforcement structure of building
JP6384905B2 (en) Rigid plate shear wall and frame mechanism with rigid plate shear wall
JP2005076349A (en) Protective fence for vehicle
JP2001336125A (en) Multi-function support integrated protection fence
JP5417152B2 (en) Guard post
JP6748418B2 (en) Bearing wall structure
JP6383531B2 (en) Protective fence
JP7443125B2 (en) Manufacturing method of fence body with door
JP4044835B2 (en) Junction structure
JP5806843B2 (en) Seismic structure of building and building
JP4214473B2 (en) Vehicle guard fence post and vehicle guard fence
JP5302028B2 (en) Protective fence
JP4875972B2 (en) Protective fence

Legal Events

Date Code Title Description
A625 Written request for application examination (by other person)

Free format text: JAPANESE INTERMEDIATE CODE: A625

Effective date: 20080529

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20091106

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20091201

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20100122

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20100216

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20100219

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130226

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 4464903

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130226

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140226

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees