単純橋の英語

複数の単純桁橋梁による連続桁構造であって、直列に配置された複数の単純桁の下部に渡って、ＰＣ鋼材を配置すると共に、直列に隣り合う単純桁３間に硬化性充填材１０を充填し、前記ＰＣ鋼材を緊張・定着しプレストレスを導入して連続桁３０としたことを特徴とする複数の単純桁橋梁による連続桁構造。例文帳に追加

In the continuous girder structure formed of the plurality of simple girder bridges, PC steel materials are arranged over lower portions of the serially arranged simple girders, and a curable filler 10 is filled in a gap between the serially adjacent simple girders 3, and the PC steel materials are strained and settled to introduce prestressed concrete, to thereby construct a continuous girder 30. - 特許庁

複数の単純桁橋が直列配置で連結されてなる連続高架橋において、各単純桁橋の上床版の幅員がある程度大きい場合であっても、主桁の必要設置本数を最小限に抑えて、施工コスト低減を図る。例文帳に追加

To provide a continuous viaduct in which a plurality of simple girder bridges are connected together in a serially arranged manner, and which reduces construction costs by minimizing the number of main girders needed to be installed, even if the width of the upper floor slab of each of the simple girder bridges is great to a certain extent. - 特許庁

単純な４辺形を変則的に配置し、平行４辺形などの単純な同類の架構を重ねて架橋線を整理し、建築の外郭線をジグザグ状に創り内外空間に変化を創りだす。例文帳に追加

A simple quadrilateral is irregularly arranged, a simple similar frame such as a parallelogram is overlapped thereon to arrange a bridging line, the contour of the building is created in zigzag to impart change in the outer and inner spaces. - 特許庁

橋脚上に設けられた横桁は、前記プレキャスト単純桁の前後左右の桁どうしを連続化する現場打ちコンクリートからなる。例文帳に追加

Lateral beams installed on the bridge piers are made of a cast-in-place concrete for continuously connecting the longitudinal beams and the lateral beams of the precast simple beam to each other. - 特許庁

また、前記各単純桁３間の少なくとも下部にプレストレスを導入し、前記各中間橋脚を撤去可能にする。例文帳に追加

Further, the prestressed concrete is introduced at least to a lower portion of the gap between the simple girders 3, and therefore an intermediate pier can be removed. - 特許庁

主桁の通りが非直線状になった既設の単純桁橋梁であっても、連続化できるようにする。例文帳に追加

To continue even an existing simple beam bridge becoming a nonlinear shape in a passage of a main beam. - 特許庁

補強後の耐久性を犠牲にすることなく、施工の単純化、施工時の作業性の向上を可能とした鋼桁橋の補強構造を提供する。例文帳に追加

To provide a reinforcing structure of a steel girder bridge capable of improving workability in construction, by simplifying the construction, without sacrificing durability after reinforcement. - 特許庁

各単純桁橋における１対の主桁１２相互間に、橋軸方向に延びるプレテンション縦桁１８を配置し、その両端部を橋軸方向両端部の１対の横桁１６で支持する構成とする。例文帳に追加

A pretensioned stringer 18, which is elongated in the direction of a bridge axis, is arranged between the pair of main girders 12 of each of the simple girder bridges, and both ends of the pretensioned stringer 18 are supported by a pair of cross girders 16 at both ends in the direction of the bridge axis. - 特許庁