A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
To provide a reverse run preventing device which is not required to be buried in the road.SOLUTION: A reverse run preventing device comprises a base plate, a flap plate, a cushioning material, and a reinforcing material. The flap plate is connected to the base plate at an entrance side end part of a one-way road, and is not connected to the base plate at an exit side end part of the one-way road. The cushioning material and the reinforcing material are provided between the base plate and the flap plate. A road surface facing surface of the flap plate curves toward the exit side end part from the entrance side end part. The cushioning material supports the road surface facing surface by elastic force. The reinforcing material is provided closer to the exit side of the one-way road than the cushioning material. When vehicle load is not applied to the flap plate, the exit side end part of the flap plate is positioned at a predetermined height, and the top part of the reinforcing material is positioned below a support part of the flap plate in the cushioning material. When the vehicle load is applied, a part of the road surface facing surface is in contact with the top part of the reinforcing material, and the road surface facing surface is supported by the cushioning material and the reinforcing material.SELECTED DRAWING: Figure 2
【課題】道路への埋設が不要な逆走防止装置を提供する。【解決手段】逆走防止装置は、ベース板、フラップ板、緩衝材及び補強材を備える。フラップ板は、一方通行路の入口側の端部においてベース板と接続され、一方通行路の出口側の端部においてベース板と接続されていない。緩衝材及び補強材は、ベース板とフラップ板の間に設けられる。フラップ板の路面対向面は、入口側の端部から出口側の端部に向かって湾曲する。緩衝材は、弾性力により路面対向面を支持する。補強材は、緩衝材よりも一方通行路の出口側に設けられる。フラップ板に車両荷重が印加されていない場合、フラップ板における出口側の端部は所定高さに位置し、補強材の頂部は緩衝材におけるフラップ板の支持部よりも下方に位置する。車両荷重が印加される場合、路面対向面の一部が補強材の頂部に接し、路面対向面が緩衝材及び補強材により支持される。【選択図】図２
To provide a reverse run preventing device which is not required to be buried in the road.SOLUTION: A reverse run preventing device comprises a base plate, a flap plate, a cushioning material, and a reinforcing material. The flap plate is connected to the base plate at an entrance side end part of a one-way road, and is not connected to the base plate at an exit side end part of the one-way road. The cushioning material and the reinforcing material are provided between the base plate and the flap plate. A road surface facing surface of the flap plate curves toward the exit side end part from the entrance side end part. The cushioning material supports the road surface facing surface by elastic force. The reinforcing material is provided closer to the exit side of the one-way road than the cushioning material. When vehicle load is not applied to the flap plate, the exit side end part of the flap plate is positioned at a predetermined height, and the top part of the reinforcing material is positioned below a support part of the flap plate in the cushioning material. When the vehicle load is applied, a part of the road surface facing surface is in contact with the top part of the reinforcing material, and the road surface facing surface is supported by the cushioning material and the reinforcing material.SELECTED DRAWING: Figure 2
【課題】道路への埋設が不要な逆走防止装置を提供する。【解決手段】逆走防止装置は、ベース板、フラップ板、緩衝材及び補強材を備える。フラップ板は、一方通行路の入口側の端部においてベース板と接続され、一方通行路の出口側の端部においてベース板と接続されていない。緩衝材及び補強材は、ベース板とフラップ板の間に設けられる。フラップ板の路面対向面は、入口側の端部から出口側の端部に向かって湾曲する。緩衝材は、弾性力により路面対向面を支持する。補強材は、緩衝材よりも一方通行路の出口側に設けられる。フラップ板に車両荷重が印加されていない場合、フラップ板における出口側の端部は所定高さに位置し、補強材の頂部は緩衝材におけるフラップ板の支持部よりも下方に位置する。車両荷重が印加される場合、路面対向面の一部が補強材の頂部に接し、路面対向面が緩衝材及び補強材により支持される。【選択図】図２
REVERSE RUN PREVENTING DEVICE
逆走防止装置
SONODA YOSHIHARU (author)
2022-07-28
Patent
Electronic Resource
Japanese
IPC:
E01F
ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
,
Zusätzliche Baumaßnahmen, wie die Ausstattung von Straßen oder die bauliche Ausbildung von Bahnsteigen, Landeplätzen für Hubschrauber, Wegweisern, Schneezäunen oder dgl.
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