continuous girdersとは 意味・読み方・使い方

Continuous girder composed of a plurality of girders 14 is stretched over between abutments 10.例文帳に追加

複数のけた１４からなる連続げたを橋台１０間に架け渡す。 - 特許庁

A continuous girder bridge 12 is extended over the arranged horizontal girders 11d and the short spans 10a to 10b and 10c to 10d.例文帳に追加

配設された横桁11dと短径間10a〜10b、10c〜10dにかけて、連続桁橋12を掛け渡す。 - 特許庁

The uppermost floor and the intermediate floor are provided with the girders 11, 12 for controlling the deformation of the continuous layer aseismatic walls 2, with the length extending to the outer peripheral part and rigidly joined to the continuous layer aseismatic walls 2.例文帳に追加

最上階及び中間階に、連層耐震壁２の変形を制御する大梁１１、１２が連層耐震壁２と剛接合して外周部位に及ぶ長さに設けられている。 - 特許庁

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.例文帳に追加

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。 - 特許庁

A concrete floor slab 30 is integrally connected to an upper flange 22 of a main girder 20 of a small number of girders type multi-span continuous girder bridge B through a stud dowel 31.例文帳に追加

少数主桁形式の多径間連続桁橋梁Ｂの主桁２０の上フランジ２２には、スタッドジベル３１を介してコンクリート床版３０を一体接合する。 - 特許庁

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.例文帳に追加

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。 - 特許庁

When a section in the vicinity of a pier 10 for a through bridge having continuous girders among multile diameters is assumed, the PC steel material is used for an upper chord 1 and a diagonal member 4 as tension members, and reinforced concrete is used for a lower chord 2 as the compression member and the concrete-filled steel pipe as a vertical member 3.例文帳に追加

多径間連続桁の下路橋の橋脚１０近傍を想定した場合、例えば引張材としての上弦材１と斜材４にＰＣ鋼材を用い、圧縮材としての下弦材２に鉄筋コンクリート、鉛直材３にコンクリート充填鋼管を用いる。 - 特許庁