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JP6475586B2 - Road cushion - Google Patents
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JP6475586B2 - Road cushion - Google Patents

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JP6475586B2
JP6475586B2 JP2015143624A JP2015143624A JP6475586B2 JP 6475586 B2 JP6475586 B2 JP 6475586B2 JP 2015143624 A JP2015143624 A JP 2015143624A JP 2015143624 A JP2015143624 A JP 2015143624A JP 6475586 B2 JP6475586 B2 JP 6475586B2
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inclined hole
road
cross member
buffer
shock absorber
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JP2017025531A (en
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康寛 眞部
康寛 眞部
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多和砕石工業株式会社
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Description

本発明は、道路用緩衝体に関し、より詳しくは、道路を通行する車両等が衝突したときの衝撃を緩和する道路用緩衝体に関する。   The present invention relates to a road shock absorber, and more particularly to a road shock absorber that mitigates an impact when a vehicle or the like traveling on the road collides.

高速道路の橋脚や道路脇の電柱等への車両の衝突による重大事故を防止するため、これらの近傍に衝突時の衝撃を緩和する緩衝体を設置することが従来から検討されている。例えば、特許文献1には、多数を積み重ねたブロック体の差込口に棒状のロックバーを差し込んで捻り回すことにより、これらのブロック体を連結固定するクッションブロック構造体が開示されている。   Conventionally, in order to prevent a serious accident caused by a vehicle collision with a highway pier or a power pole on the road side, it has been studied to install a shock absorber in the vicinity of these to reduce the impact at the time of the collision. For example, Patent Document 1 discloses a cushion block structure that connects and fixes these block bodies by inserting and twisting a rod-shaped lock bar into an insertion port of a large number of stacked block bodies.

特開2003−41537号公報JP 2003-41537 A

ところが、上記のクッションブロック構造体は、全てのブロック体を貫通するロックバーにより各ブロック体が一体的に連結されるため、車両衝突時にクッションブロック構造体に生じる変形が全体として小さく、衝撃を十分に緩和できないおそれがあった。また、車両衝突時に一部のブロック体に生じた衝撃力が、ロックバーを介して他のブロック体に伝達されるおそれがあるため、個々のブロック体としては損傷するものが多く、交換や修復のための費用が高額になるという問題があった。   However, in the above cushion block structure, each block body is integrally connected by a lock bar penetrating all the block bodies, so that the deformation generated in the cushion block structure at the time of a vehicle collision is small as a whole, and the impact is sufficient. There was a risk that it could not be alleviated. In addition, the impact force generated in some block bodies at the time of a vehicle collision may be transmitted to other block bodies via the lock bar, so many individual block bodies are damaged and can be replaced or repaired. There was a problem that the cost for was high.

そこで、本発明は、衝撃吸収性および経済性に優れる道路用緩衝体の提供を目的とする。   Then, an object of this invention is to provide the shock absorber for roads which is excellent in shock absorption property and economical efficiency.

本発明の前記目的は、木材からなる棒状の横材を複数積層して構成された緩衝壁を備える道路用緩衝体であって、前記横材は、軸線に対して傾斜方向に貫通する第1の傾斜孔および第2の傾斜孔を有し、前記第1の傾斜孔および第2の傾斜孔は、軸線に沿って並列配置され、上下に隣接する前記横材間で互いに連通するように形成されており、上下の前記横材同士が、前記第1の傾斜孔および第2の傾斜孔に跨るように挿入された木製の連結ピンにより連結された道路用緩衝体により達成される。   The object of the present invention is a road shock absorber provided with a buffer wall formed by laminating a plurality of bar-shaped cross members made of wood, wherein the cross member penetrates in an inclined direction with respect to an axis. The first inclined hole and the second inclined hole are arranged in parallel along the axis, and are formed so as to communicate with each other between the horizontal members adjacent vertically. The upper and lower cross members are achieved by a road cushion connected by a wooden connecting pin inserted so as to straddle the first inclined hole and the second inclined hole.

この道路用緩衝体において、前記横材は、両端部に切欠部が設けられていることが好ましく、複数の前記緩衝壁を、前記切欠部同士が係合するように筒状に組み合わせて道路用緩衝体を構成することができる。この構成においては、 前記筒状の内部に軽量骨材が収容されることが好ましい。   In this road cushion, the cross member is preferably provided with notches at both ends, and a plurality of the buffer walls are combined in a cylindrical shape so that the notches are engaged with each other. A buffer can be constructed. In this configuration, it is preferable that a lightweight aggregate is accommodated in the cylindrical shape.

本発明によれば、衝撃吸収性および経済性に優れる道路用緩衝体を提供することができる。   ADVANTAGE OF THE INVENTION According to this invention, the shock absorber for roads which is excellent in shock absorption property and economical efficiency can be provided.

本発明の一実施形態に係る道路用緩衝体の正面図である。It is a front view of the shock absorber for roads concerning one embodiment of the present invention. 図1に示す道路用緩衝体の平面図である。It is a top view of the shock absorber for roads shown in FIG. 図1に示す道路用緩衝体の製造工程を説明するための断面図である。It is sectional drawing for demonstrating the manufacturing process of the shock absorber for roads shown in FIG.

以下、本発明の実施の形態について、添付図面を参照して説明する。図1および図2は、それぞれ本発明の一実施形態に係る道路用緩衝体の正面図および平面図である。図1および図2に示すように、道路用緩衝体1は、複数の横材20を積層してなる緩衝壁10を備えている。横材20は、木材からなる丸棒状の部材であり、例えば、スギやヒノキ等の間伐材を有効利用することができる。横材20の耐久性を向上させるため、防腐剤等を用いて表面加工を施すことが好ましい。横材の大きさは特に限定されないが、例えば、直径が100mm程度、長さが1200mm程度である。横材の積層数も特に限定されないが、3層以上であることが好ましく、本実施形態においては高さが約1000mmとなるように、10個の横材20を積層している。   Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings. FIGS. 1 and 2 are a front view and a plan view, respectively, of a road cushion according to an embodiment of the present invention. As shown in FIGS. 1 and 2, the road shock absorber 1 includes a buffer wall 10 formed by laminating a plurality of cross members 20. The cross member 20 is a round bar-shaped member made of wood, and for example, thinned wood such as cedar and cypress can be used effectively. In order to improve the durability of the cross member 20, it is preferable to perform a surface treatment using a preservative or the like. The size of the cross member is not particularly limited. For example, the diameter is about 100 mm and the length is about 1200 mm. The number of laminated cross members is not particularly limited, but is preferably 3 or more. In this embodiment, 10 cross members 20 are laminated so that the height is about 1000 mm.

横材20の両端には、切欠部21,22が形成されている。切欠部21,22は、横材20の軸方向の一部(例えば、端面から100mm程度)が、断面半円状となるように半分程度切り欠かれた形状を有しており、一方の切欠部21は横材20の下半分が、他方の切欠部22は横材20の上半分が、それぞれ切り欠かれている。横材20の断面形状は、円形以外に、矩形や楕円形等であってもよい。   Notches 21 and 22 are formed at both ends of the cross member 20. The cutout portions 21 and 22 have a shape in which a part of the cross member 20 in the axial direction (for example, about 100 mm from the end face) is cut out about half so as to be a semicircular cross section. The lower half of the cross member 20 is cut out in the portion 21, and the upper half of the cross member 20 is cut out in the other cutout portion 22. The cross-sectional shape of the cross member 20 may be a rectangle or an ellipse other than a circle.

横材20には、軸線に対して傾斜方向に貫通する第1の傾斜孔23および第2の傾斜孔24を有している。第2の傾斜孔24の上端開口は、第1の傾斜孔23の下端開口の直上に位置しており、これによって、積層した横材20,20間で第1の傾斜孔23の下端開口と第2の傾斜孔24の上端開口とが一致し、第1の傾斜孔23と第2の傾斜孔24とが連通している。互いに連通する第1の傾斜孔23および第2の傾斜孔24には、後述するように連結ピンが挿入されている。第1の傾斜孔23および第2の傾斜孔24は、互いに略平行であることが好ましく、傾斜角度は特に限定されないが、例えば45度である。本実施形態においては、第1の傾斜孔23および第2の傾斜孔24を、横材20の左右両側にそれぞれ形成しているが、第1の傾斜孔23および第2の傾斜孔24の数は、それぞれ単一であってもよい。   The cross member 20 has a first inclined hole 23 and a second inclined hole 24 penetrating in an inclined direction with respect to the axis. The upper end opening of the second inclined hole 24 is located immediately above the lower end opening of the first inclined hole 23, and thereby, the lower end opening of the first inclined hole 23 between the stacked cross members 20, 20. The upper end opening of the second inclined hole 24 coincides, and the first inclined hole 23 and the second inclined hole 24 communicate with each other. As will be described later, a connecting pin is inserted into the first inclined hole 23 and the second inclined hole 24 that communicate with each other. The first inclined hole 23 and the second inclined hole 24 are preferably substantially parallel to each other, and the inclination angle is not particularly limited, but is, for example, 45 degrees. In the present embodiment, the first inclined hole 23 and the second inclined hole 24 are respectively formed on the left and right sides of the cross member 20, but the number of the first inclined hole 23 and the second inclined hole 24 is different. May be each single.

道路用緩衝体1は、上述した緩衝壁10を4つ備えており、これらを筒状に配置して構成されている。各緩衝壁10は、直交するように隣接する筒状の角部において、一方の切欠部21および他方の切欠部22の水平な平坦部同士が当接するように組み合わされており、筒状の下部には、合板からなる底板30が設けられている。道路用緩衝体1は、本実施形態においては平面視正方形状としているが、長さが異なる横材20を用いて平面視長方形状に形成してもよい。また、道路用緩衝体1を、五角形以上の多角筒状や、単一の緩衝壁のみから構成することも可能である。   The road buffer body 1 includes four buffer walls 10 described above, and is configured by arranging them in a cylindrical shape. Each buffer wall 10 is combined so that the horizontal flat portions of the one notch portion 21 and the other notch portion 22 are in contact with each other at the cylindrical corner portions adjacent to each other so as to be orthogonal to each other. Is provided with a bottom plate 30 made of plywood. The road cushion 1 has a square shape in plan view in the present embodiment, but may be formed in a rectangular shape in plan view using cross members 20 having different lengths. Moreover, it is also possible to comprise the shock absorber 1 for roads from a polygonal cylinder shape more than a pentagon, or only from a single buffer wall.

4つの緩衝壁10により形成される筒状の内部には、フレキシブルコンテナバッグ等の袋状体に内包された粒状の軽量骨材31が収容されており、周囲の排ガスや廃塵などを軽量骨材31により吸着除去することができる。周囲の美感を向上させるため、軽量骨材31を基盤材として低木樹などを植栽してもよい。   The cylindrical interior formed by the four buffer walls 10 accommodates a granular lightweight aggregate 31 contained in a bag-like body such as a flexible container bag. The material 31 can be adsorbed and removed. In order to improve the surrounding aesthetics, shrubs and the like may be planted using the lightweight aggregate 31 as a base material.

上述した道路用緩衝体1は、図3(a)に示すように、水平方向に隣接する横材20,20同士で切欠部21,22を係合させ、上下方向に隣接する横材20,20の第1の傾斜孔23および第2の傾斜孔24に連結ピン32を挿入した後、新たな横材20を搭載することにより、図3(b)に示すように、連結ピン32より連結された2つの横材20,20に、新たな横材20が積層される。こうして、各横材20が上下で一対となって、下方から順に連結ピン32により連結される。連結ピン32は木製であり、横材20が衝撃を受けたときに容易に切断することが好ましく、本実施形態においては、直径が20mm程度の間伐材を使用している。   As shown in FIG. 3 (a), the road shock absorber 1 described above engages the notches 21 and 22 between the horizontal members 20 and 20 adjacent in the horizontal direction, and the horizontal members 20 and 20 adjacent in the vertical direction. After the connecting pin 32 is inserted into the first inclined hole 23 and the second inclined hole 24 of 20, a new cross member 20 is mounted, thereby connecting from the connecting pin 32 as shown in FIG. A new cross member 20 is laminated on the two cross members 20, 20. Thus, the cross members 20 are paired up and down and are connected by the connecting pins 32 in order from the bottom. The connecting pin 32 is made of wood, and is preferably cut easily when the cross member 20 receives an impact. In this embodiment, thinned wood having a diameter of about 20 mm is used.

本実施形態の道路用緩衝体1は、木材からなる横材20に、軸線に対して傾斜方向に貫通する第1の傾斜孔23および第2の傾斜孔24を形成し、上下の横材20,20同士が、第1の傾斜孔23および第2の傾斜孔24に跨るように挿入された木製の連結ピン32により連結されているので、上下の第1の傾斜孔23および第2の傾斜孔24の配置に若干のずれが生じる場合でも、横材20および連結ピン32の撓み変形により位置ずれを吸収して、第1の傾斜孔23および第2の傾斜孔24への連結ピン32の挿入を可能にすると共に、挿入された連結ピン32の撓みによる弾性力で横材20,20同士を確実に連結することができる。したがって、道路用緩衝体1の搬送や設置などの作業を迅速容易に行うことができる。   The road shock absorber 1 of the present embodiment is formed by forming a first inclined hole 23 and a second inclined hole 24 penetrating in an inclined direction with respect to the axis in a horizontal member 20 made of wood, and the upper and lower horizontal members 20. , 20 are connected by a wooden connecting pin 32 inserted so as to straddle the first inclined hole 23 and the second inclined hole 24, so that the upper and lower first inclined holes 23 and the second inclined holes are connected to each other. Even when a slight shift occurs in the arrangement of the holes 24, the displacement is absorbed by the bending deformation of the cross member 20 and the connecting pin 32, and the connecting pin 32 to the first inclined hole 23 and the second inclined hole 24 is absorbed. In addition to enabling insertion, the cross members 20 and 20 can be reliably connected to each other by the elastic force due to the bending of the inserted connecting pin 32. Therefore, operations such as transportation and installation of the road cushion 1 can be performed quickly and easily.

また、車両等の衝突により緩衝壁10が大きな衝撃力を受けたときには、連結ピン32が容易に破損して各横材20が大きく散乱することで、車両等の衝撃エネルギーの軽減効果を高めることができる。また、横材20の大部分は、それ自体が変形せずに散乱するため損傷が少なく、新たな連結ピン32により連結して再利用することが可能であり、経済性も高めることができる。   Further, when the shock absorbing wall 10 receives a large impact force due to a collision of a vehicle or the like, the connecting pin 32 is easily broken and each cross member 20 is greatly scattered, thereby increasing the impact energy reducing effect of the vehicle or the like. Can do. In addition, most of the cross member 20 is scattered without being deformed, so that the cross member 20 is less damaged, can be connected by a new connecting pin 32, and can be reused.

1 道路用緩衝体
10 緩衝壁
20 横材
21,22 切欠部
23 第1の貫通孔
24 第2の貫通孔
31 軽量骨材
32 連結ピン
DESCRIPTION OF SYMBOLS 1 Road buffer 10 Buffer wall 20 Cross member 21,22 Notch part 23 1st through-hole 24 2nd through-hole 31 Lightweight aggregate 32 Connection pin

Claims (3)

木材からなる棒状の横材を複数積層して構成された緩衝壁を備える道路用緩衝体であって、
前記横材は、軸線に対して傾斜方向に貫通する第1の傾斜孔および第2の傾斜孔を有し、
前記第1の傾斜孔および第2の傾斜孔は、軸線に沿って並列配置され、上下に隣接する前記横材間で互いに連通するように形成されており、
上下の前記横材同士が、前記第1の傾斜孔および第2の傾斜孔に跨るように挿入された木製の連結ピンにより連結された道路用緩衝体。
A road cushion having a buffer wall configured by laminating a plurality of bar-shaped cross members made of wood,
The cross member has a first inclined hole and a second inclined hole penetrating in an inclined direction with respect to the axis,
The first inclined hole and the second inclined hole are arranged in parallel along the axis, and are formed so as to communicate with each other between the horizontal members adjacent vertically.
A road cushion in which the upper and lower transverse members are connected by a wooden connecting pin inserted so as to straddle the first inclined hole and the second inclined hole.
前記横材は、両端部に切欠部が設けられており、
複数の前記緩衝壁を、前記切欠部同士が係合するように筒状に組み合わせた請求項1に記載の道路用緩衝体。
The cross member is provided with notches at both ends,
The road buffer according to claim 1, wherein a plurality of the buffer walls are combined in a cylindrical shape so that the cutout portions are engaged with each other.
前記筒状の内部に軽量骨材が収容された請求項2に記載の道路用緩衝体。   The shock absorber for road according to claim 2, wherein a lightweight aggregate is accommodated in the cylindrical shape.
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JPH10152848A (en) * 1996-11-21 1998-06-09 Modern Mateiriaru:Kk Retaining wall block
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