JP4889107B2 - Falling object prevention fence and manufacturing method of falling object prevention fence - Google Patents

Falling object prevention fence and manufacturing method of falling object prevention fence Download PDF

Info

Publication number
JP4889107B2
JP4889107B2 JP2006245811A JP2006245811A JP4889107B2 JP 4889107 B2 JP4889107 B2 JP 4889107B2 JP 2006245811 A JP2006245811 A JP 2006245811A JP 2006245811 A JP2006245811 A JP 2006245811A JP 4889107 B2 JP4889107 B2 JP 4889107B2
Authority
JP
Japan
Prior art keywords
face plate
prevention fence
object prevention
front side
face
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.)
Active
Application number
JP2006245811A
Other languages
Japanese (ja)
Other versions
JP2008063912A (en
Inventor
雅弘 谷
健嗣 上原
誠 小出
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.)
Sekisui Jushi Corp
Original Assignee
Sekisui Jushi Corp
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 Sekisui Jushi Corp filed Critical Sekisui Jushi Corp
Priority to JP2006245811A priority Critical patent/JP4889107B2/en
Publication of JP2008063912A publication Critical patent/JP2008063912A/en
Application granted granted Critical
Publication of JP4889107B2 publication Critical patent/JP4889107B2/en
Active 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、高速道路等に沿って設けられ、積み荷が車両から落下した際に、道路の外側に転落するのを防止する落下物防止柵及び落下物防止柵の製造方法に関するものである。   The present invention relates to a fallen object prevention fence that is provided along an expressway or the like and prevents the load from falling to the outside of a road when a load falls from a vehicle, and a manufacturing method of the fallen object prevention fence.

道路を走行する車両に積載された積み荷が何らかの原因により車両の荷台等から落下した場合、道路の外側に転落してしまうと、道路の外側に歩道や民家があった場合には極めて重大な事故に繋がる恐れがある。更に、道路が高架道路であり、その下に鉄道や交差する道路が存在する場合、転落した積み荷が列車や対向してくる車に衝突し、一層重大な事故に繋がる恐れがある。   If the cargo loaded on the vehicle traveling on the road falls from the loading platform of the vehicle for some reason, and falls to the outside of the road, a serious accident will occur if there are sidewalks or private houses outside the road. There is a risk of being connected. Furthermore, when the road is an elevated road and there are railways or intersecting roads below it, the fallen load may collide with the train or an opposing car, leading to a more serious accident.

このような道路の側縁に設置されるための落下物防止柵に要求される性能として最も代表的なものとして、日本道路公団の設計要領(平成16年12月)の落下物防止柵基準が挙げられる。この落下物防止柵基準としては「路面より3mの高さに重量300kgの積み荷が時速60kmで防止柵へπ/12rad(15°)の角度で水平に衝突したものとする」という基準をクリヤーする性能が要求される。   The most representative performance required for fallen object prevention fences to be installed on the side edges of such roads is the fallen object prevention fence standard in the design guidelines of the Japan Highway Public Corporation (December 2004). Can be mentioned. As the fallen object prevention fence standard, the standard that “a load of 300 kg at a height of 3 m from the road surface collides horizontally with the prevention fence at an angle of π / 12 rad (15 °) at a speed of 60 km / h” is cleared. Performance is required.

かかる基準を満足させるために用いられる落下物防止柵としては、例えば、支柱に支持される落下物防止柵であって、上下一対の横枠、左右一対の縦枠、および係る横枠と縦枠とに周辺を挟持される格子網からなり、上記横枠および縦枠は、それぞれ内外一対の内枠および外枠から形成され、上記格子網は、複数の水平線と複数の垂直線とから形成され、上記各水平線の両端付近にカールを設けるか、各水平線の最左右に接合される垂直線との接合部をTIGまたはMIGによる溶接ビードで補強溶接し、上記各垂直線の両端付近にカールを設けるか、各垂直線の最上下に接合される水平線との接合部をTIG又はMIGによる溶接ビードで補強溶接すると共に、上記カールまたは上記接合部を上記内枠と外枠との間に形成される中空部に挿入し、上記カールまたは上記接合部の格子網の中央寄りに隣接する線部分を上記内枠と外枠とで挟持している落下物防止柵が開示されている(例えば特許文献1)。   Falling object prevention fences used for satisfying such standards are, for example, falling object prevention fences supported by support columns, a pair of upper and lower horizontal frames, a pair of left and right vertical frames, and such horizontal and vertical frames. The horizontal frame and the vertical frame are respectively formed from a pair of inner and outer frames and an outer frame, and the lattice network is formed from a plurality of horizontal lines and a plurality of vertical lines. Curl is provided near both ends of each horizontal line, or the joint with the vertical line joined to the left and right sides of each horizontal line is reinforced and welded with a weld bead of TIG or MIG, and curls are formed near both ends of each vertical line. The joints between the vertical lines and the horizontal lines joined to the bottom of each vertical line are reinforced and welded with TIG or MIG welding beads, and the curls or the joints are formed between the inner frame and the outer frame. Inserted into the hollow And, said curling or falling object preventing fence line portion adjacent to the center side of the lattice network of the joint is held between the inner frame and the outer frame have been disclosed (for example, Patent Document 1).

また、道路に沿って一定の間隔で建てられた複数の支柱と、前記支柱間へ取り付けられた透光型遮音パネルとから成る透光型遮音壁において、前記透光型遮音パネルは、合成樹脂製の透光板と、該透光板の左右の縦辺に配置した縦枠材、及び上下の横辺に配置した横枠材、並びに透光板を縦枠材、横枠材へ固定した押縁とで構成され、透光板の各周辺部は縦枠材及び横枠材に必要十分に深い挟み代で固定・支持されていること、前記縦枠材は、前記支柱の前面へ当てがわれる基板部と、前記基板部の内側縁部から背面方向へ略直角に屈曲され前記支柱の側面部に沿って延びる側辺部とからなり、前記基板部の前面側に、透光板の縦辺を挿入でき、且つ前記押縁の透光板押さえ側端部を止める受け溝部、及び押縁の他端を止める支持溝部が形成されていること、前記遮音パネルは、前記縦枠材の基板部を貫通させたボルトにより前記支柱の前面部へ固定されている落下防止機能付き道路用透光型遮音壁が開示されている(例えば特許文献2)。   Further, in the translucent sound insulation wall comprising a plurality of support columns built at regular intervals along the road and the translucent sound insulation panel attached between the support columns, the translucent sound insulation panel is made of synthetic resin. Translucent plate, vertical frame material arranged on the left and right vertical sides of the translucent plate, horizontal frame material arranged on the upper and lower horizontal sides, and a ledge that fixes the translucent plate to the vertical frame material and the horizontal frame material Each of the peripheral parts of the translucent plate is fixed and supported by a vertical frame member and a horizontal frame member with a deeply sufficient pinching margin, and the vertical frame member is applied to the front surface of the column. The substrate part and a side part bent substantially perpendicularly from the inner edge of the substrate part to the back surface and extending along the side part of the support column, and the longitudinal side of the translucent plate on the front side of the substrate part And a receiving groove portion for stopping the light transmission plate pressing side end portion of the pressing edge and a supporting groove portion for stopping the other end of the pressing edge are formed. The sound insulation panel is disclosed as a light-transmitting sound insulation wall for roads with a fall prevention function, which is fixed to the front portion of the column by a bolt penetrating the substrate portion of the vertical frame member (for example, Patent Document 2).

特開2003−321817号公報JP 2003-321817 A 特開2003−328325号公報JP 2003-328325 A

しかしながら、昨今の車両の高速化に伴い、従前の時速60kmでの衝突を仮定した基準に基づき強度を設計するのでは、時代の趨勢に照らして強度が不十分となる恐れがある。また特許文献1に記載のような従来の落下物防止柵では、横枠と縦枠とに周囲を支持される格子網を用いており、衝突した重量300kgの積み荷の運動エネルギーにより格子網が大きく変形することから、衝突の瞬間のみならず、その後暫くに亘って格子網により全て受け止める必要があり、従前の速度より高速で積み荷が衝突する場合の強度を満足させようとすれば、格子網を形成する水平線及び垂直線全体を太くする等、要求される強度に応じて大幅な設計の変更が必要となるものであった。   However, with the recent increase in the speed of vehicles, if the strength is designed based on a standard based on the assumption of a collision at a conventional speed of 60 km / h, the strength may be insufficient in light of the trend of the times. Moreover, in the conventional fallen object prevention fence as described in Patent Document 1, a grid net supported around the horizontal frame and the vertical frame is used, and the grid net is large due to the kinetic energy of the load having a weight of 300 kg. Because it is deformed, it is necessary not only for the moment of the collision but also for all of the time to be received by the grid network for a while, and if you want to satisfy the strength when the load collides at a higher speed than the previous speed, A substantial change in design is required according to the required strength, such as making the entire horizontal and vertical lines thick.

また、特許文献2に記載の従来の落下物防止柵では、面板の周囲を枠体により支持して形成した遮音パネルを用いていることで、面板と枠体との間に大きな段差が生じているものであり、面板に衝突した積み荷がこの段差に衝突することで、衝突の瞬間のみならず、その後衝突した重量300kgの積み荷の運動エネルギーを枠体により受け止めるようになることから、枠体ひいては支柱に大きな衝撃がかかり、こちらも更に高速で積み荷が衝突する場合の強度を満足させようとすれば、枠体や支柱の強度を大幅に向上させる等、要求される強度に応じて大幅な設計の変更が必要となるものであった。   Moreover, in the conventional fallen object prevention fence of patent document 2, the big level | step difference arises between a face plate and a frame by using the sound-insulation panel formed by supporting the circumference | surroundings of a face plate with a frame. Since the load that collided with the face plate collides with this step, not only the moment of the collision but also the kinetic energy of the 300 kg weight that subsequently collided is received by the frame. A large impact is applied to the support, and if you try to satisfy the strength when the load collides at a higher speed, the design of the frame and support will be greatly improved. It was necessary to change.

本発明は上記の如き課題に鑑みてなされたものであり、要求される強度が向上しても、大幅な設計の変更の必要が小さい落下物防止柵、及び落下物防止柵の製造方法を提供せんとするものである。   The present invention has been made in view of the problems as described above, and provides a falling object prevention fence and a manufacturing method of the falling object prevention fence that require little design change even if the required strength is improved. It is something to be done.

上記目的を達成するため、本発明は以下のような構成としている。すなわち、本発明に係わる落下物防止柵は、車道に沿って延設され、立設された支柱と、支柱の前面側に設けられた面板と、該面板の前面側に設けられ、支柱との間に面板の両側端を挟持するように設けられた面板押さえ材とを備え、前記面板はポリカーボネート板から形成され、かつ前記支柱間の上端付近には断面円形の笠木が差し渡されて取付けられて、前記面板の背面側に配置された前記笠木が、前記面板の前面側からの外力に対して、前記面板を背面側から支持するようになされ、さらに前記面板の前面及び面板押さえ材の前面は、各前面同士により形成される段差高さが15mm以内となされていると共に、面板押さえ材の前面側端部が曲面又は傾斜面となされていることを特徴とするものである。 In order to achieve the above object, the present invention is configured as follows. In other words, the falling object prevention fence according to the present invention extends along the roadway, and stands upright, a face plate provided on the front side of the post, and provided on the front side of the face plate. A face plate pressing member provided so as to sandwich both side ends of the face plate therebetween, the face plate is formed of a polycarbonate plate, and a cross section with a circular cross section is attached near the upper end between the columns. The headboard disposed on the back side of the face plate is adapted to support the face plate from the back side against an external force from the front side of the face plate, and further, the front face of the face plate and the front face of the face plate pressing member Is characterized in that the height of the step formed by each front surface is within 15 mm, and the front side end of the face plate pressing member is a curved surface or an inclined surface.

本発明に係わる落下物防止柵によれば、面板に衝突した積み荷が面板の表面及び面板押さえ材の表面を滑動するようになされていることで、面板や面板押さえ材に負荷がかかるのは衝突の瞬間においてのみであり、その後の運動エネルギーへの対応は殆ど無視できるようになることから、要求される強度が向上しても、面板、面板押さえ材及び支柱といった構成する部材における大幅な設計の変更を行う必要を小さいものとすることができる。   According to the falling object prevention fence according to the present invention, the load that collides with the face plate slides on the surface of the face plate and the face plate pressing member. Since the response to the kinetic energy after that is almost negligible, even if the required strength is improved, the design of the structural members such as the face plate, face plate presser and struts is greatly improved. The need to make changes can be small.

積み荷を面板の前面及び面板押さえ材の前面において滑動させるには、面板の前面及び面板押さえ材の前面が共に積み荷の滑動に支障を来さない程度に平滑になされると共に、面板が積み荷の衝突の瞬間における運動エネルギーを支承し且つ面板自体がそれ程変形することなくある程度積み荷を逆方向に反発させる必要がある。かかる面板としては、金属板を用いてもよいが、重量が大きくなることと、また金属材料では比較的早期に塑性変形が起こりやすいことから、塑性変形が起こりにくい合成樹脂板を用いるのが好ましく、また用いる合成樹脂板としては衝撃に対して割れが起こりにくいポリカーボネートを用い、要求される強度に応じた板厚としたものを好適に用いることができる。 In order to allow the load to slide on the front surface of the face plate and the front face of the face plate retainer, both the front face of the face plate and the front face of the face plate retainer are made smooth so as not to interfere with the sliding of the load, and the face plate collides with the load. It is necessary to support the kinetic energy at this moment and to repel the load in the opposite direction to some extent without the face plate itself deforming so much. As such a face plate, a metal plate may be used, but it is preferable to use a synthetic resin plate which is difficult to cause plastic deformation because the weight increases and plastic deformation is likely to occur relatively early in a metal material. Moreover, as the synthetic resin plate to be used, a polycarbonate plate that is less susceptible to cracking against impact and having a thickness corresponding to the required strength can be suitably used.

また、前記面板の前面及び面板押さえ材の前面は、各前面同士により形成される段差高さが15mm以内となされていれば、該段差により積み荷が引っかかる恐れを小さくして、積み荷の滑動を更に円滑なものとでき好ましい。   Further, if the height of the step formed between the front surfaces of the front surface of the face plate and the face plate pressing member is within 15 mm, the risk of the load being caught by the step is reduced, and the sliding of the load is further increased. It can be smooth and is preferable.

また本発明に係わる落下物防止柵の製造方法は、車道に沿って延設され、立設された支柱と、支柱の前面側に設けられた面板と、該面板の前面側に設けられ、支柱との間に面板を挟持するように設けられた面板押さえ材とを備えた落下物防止柵の製造方法であって、前記面板をポリカーボネート板から形成すると共に、前記面板の前面側からの外力に対して、前記面板を背面側から支持するように、前記支柱間の上端付近に断面円形の笠木を差し渡して取付けて、前記面板の背面側に前記笠木を配置する工程と、前記面板の前面及び面板押さえ材の前面の、各前面同士により形成される段差高さが15mm以内となされるようにして、前面側端部が曲面又は傾斜面となされている面板押さえ材で、支柱との間に面板を挟持する工程とを備えていることを特徴とするものである。
Moreover, the manufacturing method of the falling object prevention fence concerning this invention is extended along the roadway, the support column installed upright, the face plate provided in the front side of the support column, the front plate side of this face plate, A falling object prevention fence provided with a face plate pressing member provided so as to sandwich the face plate therebetween, wherein the face plate is formed from a polycarbonate plate and subjected to external force from the front side of the face plate. On the other hand, in order to support the face plate from the back side, a cross section having a circular cross section is mounted near the upper end between the columns, and the head board is disposed on the back side of the face plate, and the front surface of the face plate and The front plate of the face plate presser is a face plate presser whose front side end is a curved surface or an inclined surface so that the step height formed by each front face is within 15 mm. A process of sandwiching the face plate It is characterized in that that.

本発明に係わる落下物防止柵の製造方法によれば、落下物防止柵を面板に衝突した積み荷が面板の表面及び面板押さえ材の表面を滑動するものとすることで、衝突の瞬間においてのみ面板や面板押さえ材に負荷をかけるものとしてその後の運動エネルギーへの対応は殆ど無視できるようにできることから、要求される強度が向上しても、面板、面板押さえ材及び支柱といった構成する部材における大幅な設計の変更を行う必要の小さい落下物防止柵とすることができる。   According to the manufacturing method of the falling object prevention fence according to the present invention, the load that collides the falling object prevention fence with the face plate slides on the surface of the face plate and the surface of the face plate pressing member, so that the face plate only at the moment of the collision. As the load on the face plate pressing material can be ignored, the response to the subsequent kinetic energy can be almost ignored. It can be a small falling object prevention fence that needs to be changed in design.

本発明に係わる落下物防止柵によれば、面板に衝突した積み荷が面板の表面及び面板押さえ材の表面を滑動するようになされていることで、面板や面板押さえ材に負荷がかかるのは衝突の瞬間においてのみであり、その後の運動エネルギーへの対応は殆ど無視できるようになることから、要求される強度が向上しても、面板、面板押さえ材及び支柱といった構成する部材における大幅な設計の変更を行う必要を小さいものとすることができる。   According to the falling object prevention fence according to the present invention, the load that collides with the face plate slides on the surface of the face plate and the face plate pressing member. Since the response to the kinetic energy after that is almost negligible, even if the required strength is improved, the design of the structural members such as the face plate, face plate presser and struts is greatly improved. The need to make changes can be small.

また本発明に係わる落下物防止柵の製造方法によれば、落下物防止柵を面板に衝突した積み荷が面板の表面及び面板押さえ材の表面を滑動するものとすることで、衝突の瞬間においてのみ面板や面板押さえ材に負荷をかけるものとしてその後の運動エネルギーへの対応は殆ど無視できるようにできることから、要求される強度が向上しても、面板、面板押さえ材及び支柱といった構成する部材における大幅な設計の変更を行う必要の小さい落下物防止柵とすることができる。   Further, according to the method for manufacturing a fallen object prevention fence according to the present invention, the load that collides the fallen object prevention fence with the face plate slides on the surface of the face plate and the surface of the face plate pressing member, so that only at the moment of the collision. Since the load on the face plate and the face plate presser can be ignored, the response to the subsequent kinetic energy can be neglected. Therefore, even if the required strength is improved, there is a significant increase in the components such as the face plate, the face plate presser and the column. It is possible to provide a small fallen object prevention fence that requires a simple design change.

本発明に係わる最良の実施の形態について、図面に基づき以下に具体的に説明する。   BEST MODE FOR CARRYING OUT THE INVENTION The best embodiment according to the present invention will be specifically described below with reference to the drawings.

図1〜図3は、本発明に係わる落下物防止柵の実施の一形態を示す正面図である。落下物防止柵10は、壁高欄K上から2mのピッチで複数立設された断面H形鋼の支柱(正面図においては後述する面板押さえ材2に隠されている)の前面側に、ポリカーボネート樹脂板である面板1が設けられ、面板1の前面側には鋼製の板状体である面板押さえ材2が取り付けられている。面板1は支柱間に一体ずつ設けられており、面板1の両側縁の前面側に面板押さえ材2が取り付けられると共に、面板押さえ材2は前面側から取付ボルト21により支柱に取り付けられている。   1 to 3 are front views showing an embodiment of a fallen object prevention fence according to the present invention. Falling object prevention fence 10 is made of polycarbonate on the front side of a column-shaped H-shaped steel column (hidden by face plate pressing member 2 to be described later in the front view) standing upright at a pitch of 2 m from wall height column K. A face plate 1 that is a resin plate is provided, and a face plate pressing member 2 that is a steel plate is attached to the front side of the face plate 1. The face plate 1 is integrally provided between the support columns, and the face plate pressing member 2 is attached to the front side of both side edges of the face plate 1, and the face plate pressing member 2 is attached to the support column by mounting bolts 21 from the front side.

図2は、図1におけるA−A断面の詳細を示す断面図である。ここで面板押さえ材2が配置された側が車道のある前面側αとなされる。支柱3は断面H形の鉄鋼材であり、全体がJIS−G3101に規定されるSS400材を用いて形成されており、前側フランジ31及び後側フランジ33の幅は200mm、厚みは12mmのものが用いられ、前側フランジ31と後側フランジ33との間を繋ぐウエーブ32は厚み8mmの鋼材が用いられ、これらが形鋼として一体に外寸200mm×200mmの断面H形支柱が形成されている。面板押さえ材2は同じくSS400材の厚み9mmのものを用いて形成されており、前側フランジ31と面板押さえ材2との間に、厚み12mmのポリカーボネート樹脂板である面板1の両側端が配置され、面板押さえ材2の前面側αから取付ボルト21が挿通され、挿通された取付ボルト21が支柱3の前側フランジ31に予め設けられたねじ孔に螺着されると共に締め込まれることで、面板押さえ材2と前側フランジ31との間に面板1が挟持されるようになされている。尚、面板1と面板押さえ材2及び前側フランジ31との間には硬質のゴム材料からなるパッキン材Pが挟み込まれている。   FIG. 2 is a cross-sectional view showing details of the AA cross section in FIG. Here, the side on which the face plate pressing member 2 is disposed is the front side α with the roadway. The support column 3 is a steel material having an H-shaped cross section, and is formed entirely using SS400 material defined in JIS-G3101. The front flange 31 and the rear flange 33 have a width of 200 mm and a thickness of 12 mm. The wave 32 used between the front flange 31 and the rear flange 33 is made of a steel material having a thickness of 8 mm, and these are integrally formed with a cross-sectional H-shaped column having an outer dimension of 200 mm × 200 mm. The face plate pressing member 2 is similarly formed using a SS400 material having a thickness of 9 mm, and both end portions of the face plate 1 which is a polycarbonate resin plate having a thickness of 12 mm are arranged between the front flange 31 and the face plate pressing member 2. The mounting bolt 21 is inserted from the front surface side α of the face plate pressing member 2, and the inserted mounting bolt 21 is screwed into a screw hole provided in advance in the front flange 31 of the support column 3 and tightened, whereby the face plate The face plate 1 is sandwiched between the pressing member 2 and the front flange 31. A packing material P made of a hard rubber material is sandwiched between the face plate 1, the face plate pressing member 2 and the front flange 31.

ここで、前面側αの斜め前方から積み荷が衝突した場合、積み荷が面板1及び面板押さえ材2上を滑動できるよう、面板1及び面板押さえ材2の前面側は平坦且つ平滑となされると共に、面板押さえ材2の前面と面板1の前面とにより形成される段差高さtは極力小さくなされている。段差高さtは小さいほどよいが、面板押さえ材2の強度を確保する必要があることを考慮して15mm以下程度としておくのが好ましい。また面板押さえ材2の前面側端部22を曲面として積み荷が滑動し易いようにしているが、曲面の他に傾斜面として、極力面板1の前面と面板押さえ材2の側面とがなす角度を大きいものとしておくのが好ましい。更にまた面板押さえ材2は、要求される強度が確保できるのであれば、SS400の鋼材等に限定されるものではなく、アルミニウム押出形材等を用いることもできる。   Here, when the load collides obliquely from the front side α, the front side of the face plate 1 and the face plate pressing member 2 is made flat and smooth so that the load can slide on the face plate 1 and the face plate pressing member 2. The step height t formed by the front surface of the face plate pressing member 2 and the front surface of the face plate 1 is made as small as possible. The smaller the step height t, the better. However, it is preferable to set the height of the face plate pressing member 2 to about 15 mm or less in consideration of the need to ensure the strength of the face plate pressing member 2. Further, the front side end 22 of the face plate pressing member 2 is curved to make the load easy to slide, but as an inclined surface in addition to the curved surface, the angle between the front surface of the face plate 1 and the side surface of the face plate pressing member 2 is made as much as possible. It is preferable to keep it large. Furthermore, the face plate presser 2 is not limited to SS400 steel or the like as long as the required strength can be ensured, and an aluminum extruded profile or the like can also be used.

図3は落下物防止柵10の側面図である。支柱3はアンカーボルトAにより壁高欄K上に強固に固定され、断面H形鋼の支柱3の、前側フランジ31と面板押さえ材2との間に面板1の両側端が挟持されて取り付けられている。支柱3間の上端付近には断面円形の笠木Gが差し渡されて取り付けられており、笠木Gが面板1を背面側から支持する胴縁を兼ねるものとなされている。また支柱3のウエーブ32には落下防止用索条Cが挿通され、落下防止用索条Cは支柱3を挟んで各々設けられた面板1に取り付けられて、アクシデント等により万一面板1が面板押さえ材2と支柱3との間から外れた場合に落下するのを防止している。   FIG. 3 is a side view of the falling object prevention fence 10. The column 3 is firmly fixed on the wall rail K by the anchor bolt A, and the both ends of the face plate 1 are sandwiched and attached between the front flange 31 and the face plate pressing member 2 of the column 3 having a H-shaped cross section. Yes. In the vicinity of the upper end between the support columns 3, a cross section with a circular cross section G is attached and attached, and the cross section G also serves as a trunk edge that supports the face plate 1 from the back side. Moreover, the fall prevention rope C is inserted into the wave 32 of the support column 3, and the fall prevention rope C is attached to the face plate 1 provided with the support post 3 interposed therebetween, and the face plate 1 should be faced by an accident or the like. It is prevented from falling when it comes off between the presser member 2 and the column 3.

図4は、上記実施形態に示した落下物防止柵の、製造方法の一例を説明するための平面図である。支柱3の前面に設けられた面板1に対して、15゜の角度で水平に300kgの積み荷Tが時速100kmで飛来した場合、積み荷Tの運動エネルギーErは衝突方向においては、
Er=1/2×3.0/9.8×(27.78)=118.1kN・mとなる。
この運動エネルギーを、落下物防止柵の延設方向と、延設方向と直交する延設直角方向に分割すると、延設方向の運動エネルギーErxは、
Erx=1/2×3.0/9.8×(27.78×cos15゜)=110.2kN・m
延設直角方向の運動エネルギーEryは、
Ery=1/2×3.0/9.8×(27.78×sin15゜)=7.9kN・m
となる。
FIG. 4 is a plan view for explaining an example of a manufacturing method of the falling object prevention fence shown in the embodiment. When a 300 kg load T flies horizontally at an angle of 15 ° with respect to the face plate 1 provided on the front surface of the column 3 at a speed of 100 km, the kinetic energy Er of the load T is
Er = 1/2 × 3.0 / 9.8 × (27.78) 2 = 118.1 kN · m.
When this kinetic energy is divided into the extending direction of the falling object prevention fence and the extending perpendicular direction orthogonal to the extending direction, the kinetic energy Erx in the extending direction is
Erx = 1/2 × 3.0 / 9.8 × (27.78 × cos15 °) 2 = 110.2 kN · m
The kinetic energy Ery in the direction perpendicular to the extension is
Ery = 1/2 × 3.0 / 9.8 × (27.78 × sin15 °) 2 = 7.9 kN · m
It becomes.

ここで、図5に示す如く、300kgの重量の鉄球Wを6.56mの高さから、落下物防止柵の延設方向に対して15゜の角度で面板押さえ材2上に落下させ、支柱1に最大の負荷がかかるような状況における実験により支柱1の変形量を測定し、当該変形量から実際に落下物防止柵の延設方向に作用する運動エネルギーの割合を算出した。尚、当該実験において、鉄球Wは面板押さえ材2への衝突後、面板押さえ材2及び面板1上を滑動して転落しており、最終的な支柱3の変形量は、延設方向に対して8.0mmであった。 Here, as shown in FIG. 5, an iron ball W having a weight of 300 kg is dropped from the height of 6.56 m onto the face plate pressing member 2 at an angle of 15 ° with respect to the extending direction of the falling object prevention fence . The amount of deformation of the column 1 was measured by an experiment in a situation where the maximum load was applied to the column 1, and the ratio of the kinetic energy actually acting in the extending direction of the falling object prevention fence was calculated from the amount of deformation. In this experiment, the iron ball W slides down on the face plate pressing member 2 and the face plate 1 after the collision with the face plate pressing member 2, and the final deformation amount of the column 3 is in the extending direction. On the other hand, it was 8.0 mm.

落下物防止柵に対して鉄球Wが持ち込むエネルギーは、
Er=(W/g)・g・h=3.0×6.56=19.68(kN・m)
ここで、W:鉄球の重量(3.0kN)、h:落下高さ(6.56m)、g:重力加速度(9.8m/s)。
このエネルギーの内、延設方向に持ち込まれるエネルギーは、
Erx=Er・cos15゜=18.36(kN・m)となる。
The energy that the iron ball W brings into the fall prevention fence is
Er = (W / g) · g · h = 3.0 × 6.56 = 19.68 (kN · m)
Here, W: weight of iron ball (3.0 kN), h: fall height (6.56 m), g: gravitational acceleration (9.8 m / s 2 ).
Of this energy, the energy brought in the extending direction is
Erx = Er · cos 2 15 ° = 18.36 (kN · m).

断面H形の支柱が延設方向に塑性ヒンジを形成するのに要する外力をFx1とし、鉄球が
Fx1=σy・Z’y/h=235×41.2×10/1350×10−3=7.17(kN)となる。
ここで、σy:支柱に用いられる鋼材(SS400)の基準降伏点(235N/mm)、Z’y:延設方向の塑性断面係数(41.2cm)、h:支柱高さ(1350mm)。
The external force required to cross H-shaped struts to form a plastic hinge in the extension direction and Fx1, iron ball Fx1 = σy · Z'y / h = 235 × 41.2 × 10 3/1350 × 10 -3 = 7.17 (kN).
Here, σy: standard yield point (235 N / mm 2 ) of steel material (SS400) used for the struts, Z′y: plastic section modulus (41.2 cm 3 ) in the extending direction, h: strut height (1350 mm) .

すると、支柱が吸収した延設方向のエネルギーEsxは、
Esx=Fx1・Δx=7.17×8.0×10−3=0.06(kN・m)
ここで、Δx:実験による延設方向の変形量(8.0mm)
Then, the energy Esx in the extending direction absorbed by the support column is
Esx = Fx1 · Δx = 7.17 × 8.0 × 10 −3 = 0.06 (kN · m)
Here, Δx: deformation amount in the extending direction by experiment (8.0 mm)

従って、実際に落下物防止柵の延設方向に作用する運動エネルギーの割合は、
Esx/Erx=0.06/18.36=1/306
従って、実際に落下物防止柵の延設方向に作用する運動エネルギーの割合は、積み荷(鉄球)により持ち込まれる運動エネルギーの1/300程度であると判断される。
Therefore, the ratio of the kinetic energy that actually acts in the extending direction of the falling object prevention fence is
Esx / Erx = 0.06 / 18.36 = 1/306
Therefore, the ratio of the kinetic energy actually acting in the extending direction of the falling object prevention fence is determined to be about 1/300 of the kinetic energy brought in by the load (iron ball).

延設直角方向において、落下物防止柵に作用する運動エネルギーは、積み荷が水平方向に15゜という浅い角度で衝突することから考慮する余地は少ないが、仮に最大に見積もって全ての運動エネルギーの内、15%が作用すると仮定すると、300kgの積み荷の衝突の瞬間に落下物防止柵に作用する運動エネルギーは、
延設方向に作用する運動エネルギー:Ex=1/300×Erx=0.35(kN・m)
延設直角方向に作用する運動エネルギー:Ey=(1−0.15)×Ery=6.7(kN・m)
となる。この衝突の瞬間における運動エネルギーに対して、支承可能な面板、面板押さえ材及び支柱に係わる材料を選択して落下物防止柵を形成することで、面板に衝突した積み荷をある程度逆方向に反発させて面板及び面板押さえ材上で積み荷を滑動させ、車道と反対側への積み荷の転落を防ぐようにできる。
In the perpendicular direction, the kinetic energy acting on the fallen object prevention fence has little room for consideration because the load collides at a shallow angle of 15 ° in the horizontal direction. Assuming that 15% works, the kinetic energy acting on the fallen object prevention fence at the moment of collision of the 300 kg load is
Kinetic energy acting in the extending direction: Ex = 1/300 × Erx = 0.35 (kN · m)
Kinetic energy acting in the extended perpendicular direction: Ey = (1−0.15) × Ery = 6.7 (kN · m)
It becomes. For the kinetic energy at the moment of the collision, by selecting a material that can be supported, the material for the face plate presser, and the column, and forming a falling object prevention fence, the load that collided with the face plate is repelled in the opposite direction to some extent. Thus, the load can be slid on the face plate and the face plate presser to prevent the load from falling to the opposite side of the roadway.

上記、支柱、面板及び面板押さえ材が、延設方向に作用する運動エネルギーEx及び延設直角方向に作用する運動エネルギーEyに対して支承可能なものとなされていることで、積み荷の転落を防止できることが示されると共に、積み荷を面板及び面板押さえ材の前面で滑動させることができるものであることが示されている。これらの部材を、要求される強度に応じて選択し、それぞれ積み荷の衝突時に作用する運動エネルギーに対して支承可能なものとすることで、車両から落下した積み荷を面板及び面板押さえ材の前面で滑動させることができ、その滑動によりひいては上記部材へ作用する延設方向への運動エネルギーを大幅に低減させて構造設計時における強度を低く見積もることができる。   The above-mentioned struts, face plates and face plate pressing members can be supported with respect to the kinetic energy Ex acting in the extending direction and the kinetic energy Ey acting in the extending perpendicular direction, thereby preventing falling of the load. It is shown that the load can be slid on the front face of the face plate and face plate presser. By selecting these members according to the required strength and making them capable of supporting the kinetic energy acting at the time of load collision, the load dropped from the vehicle can be placed on the front surface of the face plate and face plate presser. It is possible to slide, and as a result, the kinetic energy in the extending direction acting on the member can be greatly reduced, and the strength at the time of structural design can be estimated low.

本発明に係わる落下物防止柵の、実施の一形態を示す正面図である。It is a front view which shows one Embodiment of the fallen object prevention fence concerning this invention. 図1のA−A断面の詳細を示す断面図である。It is sectional drawing which shows the detail of the AA cross section of FIG. 本発明に係わる落下物防止柵の、実施の一形態を示す側面図である。It is a side view which shows one Embodiment of the fallen object prevention fence concerning this invention. 本発明に係わる落下物防止柵の、製造方法の一例を説明するための平面図である。It is a top view for demonstrating an example of the manufacturing method of the fallen object prevention fence concerning this invention. 本発明に係わる落下物防止柵に作用する運動エネルギーを検証する実験の概略を示す側面図である。It is a side view which shows the outline of the experiment which verifies the kinetic energy which acts on the fallen object prevention fence concerning this invention.

符号の説明Explanation of symbols

1 面板
2 面板押さえ材
3 支柱
10 落下物防止柵
1 Face plate 2 Face plate presser 3 Prop 10 Falling object prevention fence

Claims (2)

車道に沿って延設され、立設された支柱と、支柱の前面側に設けられた面板と、該面板の前面側に設けられ、支柱との間に面板の両側端を挟持するように設けられた面板押さえ材とを備え、前記面板はポリカーボネート板から形成され、かつ前記支柱間の上端付近には断面円形の笠木が差し渡されて取付けられて、前記面板の背面側に配置された前記笠木が、前記面板の前面側からの外力に対して、前記面板を背面側から支持するようになされ、さらに前記面板の前面及び面板押さえ材の前面は、各前面同士により形成される段差高さが15mm以内となされていると共に、面板押さえ材の前面側端部が曲面又は傾斜面となされていることを特徴とする落下物防止柵。 A strut that extends along the roadway, stands upright, a face plate provided on the front side of the post, and is provided on the front side of the face plate so that both side ends of the face plate are sandwiched between the post. The face plate is formed of a polycarbonate plate, and a cross section having a circular cross section is inserted and attached near the upper end between the columns, and the face plate is disposed on the back side of the face plate. The headboard supports the face plate from the back side against an external force from the front side of the face plate, and the front face of the face plate and the front face of the face plate presser are step heights formed by the front faces. The falling object prevention fence is characterized in that the front side end of the face plate pressing member is a curved surface or an inclined surface. 車道に沿って延設され、立設された支柱と、支柱の前面側に設けられた面板と、該面板
の前面側に設けられ、支柱との間に面板を挟持するように設けられた面板押さえ材とを備
えた落下物防止柵の製造方法であって、
前記面板をポリカーボネート板から形成すると共に、
前記面板の前面側からの外力に対して、前記面板を背面側から支持するように、前記支柱間の上端付近に断面円形の笠木を差し渡して取付けて、前記面板の背面側に前記笠木を配置する工程と、
前記面板の前面及び面板押さえ材の前面の、各前面同士により形成される段差高さが15mm以内となされるようにして、前面側端部が曲面又は傾斜面となされている面板押さえ材で、支柱との間に面板を挟持する工程とを備えていることを特徴とする落下物防止柵の製造方法。
A strut that extends along the roadway, is erected, a face plate provided on the front side of the post, and a face plate provided on the front side of the face plate so as to sandwich the face plate between the post A method of manufacturing a fallen object prevention fence provided with a presser material,
Forming the face plate from a polycarbonate plate;
In order to support the face plate from the back side with respect to the external force from the front side of the face plate, a cross section with a circular cross-section is mounted near the upper end between the columns, and the head plate is arranged on the back side of the face plate And a process of
The front plate of the face plate and the front of the face plate pressing material, the step height formed by each front surface is within 15 mm, with the face plate pressing material whose front side end is a curved surface or an inclined surface, And a step of sandwiching the face plate with the support .
JP2006245811A 2006-09-11 2006-09-11 Falling object prevention fence and manufacturing method of falling object prevention fence Active JP4889107B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006245811A JP4889107B2 (en) 2006-09-11 2006-09-11 Falling object prevention fence and manufacturing method of falling object prevention fence

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006245811A JP4889107B2 (en) 2006-09-11 2006-09-11 Falling object prevention fence and manufacturing method of falling object prevention fence

Publications (2)

Publication Number Publication Date
JP2008063912A JP2008063912A (en) 2008-03-21
JP4889107B2 true JP4889107B2 (en) 2012-03-07

Family

ID=39286858

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006245811A Active JP4889107B2 (en) 2006-09-11 2006-09-11 Falling object prevention fence and manufacturing method of falling object prevention fence

Country Status (1)

Country Link
JP (1) JP4889107B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112196073B (en) * 2020-10-13 2021-06-08 广州新程北斗信息科技有限公司 Intelligent transportation equipment

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0323148U (en) * 1989-07-18 1991-03-11
JP3635077B2 (en) * 2002-07-26 2005-03-30 日本道路株式会社 Protective fence for stadium
JP2006022578A (en) * 2004-07-09 2006-01-26 Sekisui Jushi Co Ltd Translucent sound insulating wall

Also Published As

Publication number Publication date
JP2008063912A (en) 2008-03-21

Similar Documents

Publication Publication Date Title
ES2357034T3 (en) TRAILER MOUNTED EXPLOSION ENERGY ABSORPTION SYSTEM.
US20130270754A1 (en) Safety protection apparatus of elastic-plastic steel structure
JP6273032B2 (en) Impact shock absorber
JP5962991B2 (en) Guard fence and installation method of guard fence
KR101566382B1 (en) Crash cusion
JP4889107B2 (en) Falling object prevention fence and manufacturing method of falling object prevention fence
JP5046900B2 (en) Protective fence
JP2006283297A (en) Sound insulating wall
JP2005188031A (en) Strut for protective fence
JP2015045162A (en) Guard fence
JP3507974B2 (en) Support fence post
JP6231853B2 (en) Guard fence and its assembly method
JP4829759B2 (en) Protective fence
JP4377868B2 (en) Standing structure of protective fence support
JPH11336034A (en) Support of protection fence for vehicle
KR20150051778A (en) Crash cusion
JP6652462B2 (en) Bridge fence
KR101958722B1 (en) A soundproof pannel fixing device of a tunnel soundproof wall using H-beam
JP6215584B2 (en) Fence member support structure
US20170096786A1 (en) Street pole
JP4397254B2 (en) Soundproof panel mounting structure and soundproof wall
JP4698465B2 (en) Sound barrier
CN105484188B (en) A kind of guard rail of the height adaptive of obstruction block and the use obstruction block
JP7318867B2 (en) Protective fence and its installation method
JP6013976B2 (en) Spring member and fence member support structure using the same

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20090327

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20101202

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20101214

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20110207

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20110913

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20111110

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: 20111206

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: 20111212

R150 Certificate of patent or registration of utility model

Ref document number: 4889107

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: 20141222

Year of fee payment: 3