盛橋の英語

橋台の側面の背面盛土を、橋台の両側面に沿って掘削する。例文帳に追加

Back fills of the side faces of the bridge abutments are excavated along the both side faces of the bridge abutments. - 特許庁

橋梁１における橋台２の背面側には、盛土３が形成されている。例文帳に追加

The fill 3 is formed on the backside of the abutment 2 of a bride 1. - 特許庁

背面に盛土構造を有する橋台において、橋台と背面盛土を補強する方法を提供する。例文帳に追加

To provide a method for reinforcing an abutment and a back face banking of the abutment having a banking structure at the back face. - 特許庁

背面盛土を除去した空間に補強盛土５を構築し、橋台１と補強盛土５の間に背面コンクリート６を打設して橋台と補強盛土を一体化する。例文帳に追加

A reinforced banking 5 is constructed in a space where the back face banking is removed, and back face concrete 6 is placed between the abutment 1 and the reinforced banking 5 to integrate the abutment and the reinforced banking. - 特許庁

背面盛土を有し、橋桁を支持する橋台において、鉄道や車両の交通状態を維持したまま、橋台と橋台の背面の盛土とを補強する方法を提供する。例文帳に追加

To provide a reinforcement method for a bridge abutment and a back fill of the bridge abutment in a bridge abutment which has a back fill and supports a bridge girder, while maintaining the traffic state of a railroads and vehicles. - 特許庁

橋台１付近で仮線を設置し、橋台１の通行を中断した後、橋台１の背面盛土を除去する。例文帳に追加

After a temporary track is installed near an abutment 1 and traffic on the abutment 1 is stopped, a back face banking of the abutment 1 is removed. - 特許庁

橋台１の側面の盛土３を、橋台１の両側面に沿って橋桁２の軸方向と平行方向に掘削する。例文帳に追加

Banking 3 on the side faces of the abutment 1 is excavated in a direction parallel with the axial direction of the bridge girder 2 along both side faces of the abutment 1. - 特許庁

橋台２と橋桁５とが頬杖補強材７等によりラーメン構造となるように連結され、橋台２の背面側に背面盛土６が盛られている橋梁において、橋台２の前面側に鋼板９を巻き付けることによって橋台２を補強する。例文帳に追加

In the bridge in which the bridge abutment 2 and bridge girder 5 are connected so as to form a rigid-framed structure with a chin resting reinforcement member 7 or the like and a back fill 6 is placed in the back side of the bridge abutment 2, the bridge abutment 2 is reinforced by wrapping the front side of the bridge abutment 2 with a steel plate 9. - 特許庁