主桁部の英語

主桁１同士の間から固定型枠を支持する際に、前記主桁１同士の間にて、これら主桁１と平行に延びる縦桁１１と、この縦桁１１に保持されて、型枠の前記主桁１間の部位を支持する支持ユニット２０とを設ける。例文帳に追加

When the fixed form is supported from between main girders 1, and a vertical girder 11 extended in parallel with these main girders 1 and a supporting unit 20 held by the vertical girder 11 and supporting a site between the main girders 1 are provided between the main girders 1. - 特許庁

外主桁４の桁端部のウェブ１７の内側面の端横桁設置位置ａよりも反桁端側に、外主桁内側補強材１９をボルト止めする。例文帳に追加

The outer main girder inner side reinforcing member 19 is fixed on an anti-girder end side more than an end horizontal girder installation position (a) on an inner side face of the web 17 in the girder end part of the outer main girder 4 by using a bolt. - 特許庁

しかる後、端横桁を撤去してから、外主桁４の桁端縁部のウェブ１７の内側面に、外主桁内側桁端補強材２０を取り付けて補強する。例文帳に追加

After that, the end horizontal girder is removed, and then the outer main girder inner side girder end reinforcing member 20 is attached to the inner side face of the web 17 in a girder end edge part of the outer main girder 4 for reinforcement. - 特許庁

主桁１２の橋軸Ｘ方向の端部付近には、横桁３０が配置されている。例文帳に追加

A cross girder 30 is arranged near the end, in the direction of a bridge axis X, of the main girder 12. - 特許庁

補剛桁（吊橋の補剛桁）１は、橋軸方向Ｃに延在する２つの主桁２と、主桁２と直交する方向に延在する横桁３と、主桁２の上部に配設されたコンクリート系高耐久性床版４とから概略構成される。例文帳に追加

This stiffening girder 1 (of the suspension bridge) roughly includes two main girders 2 extending in a bridge axis direction C, a cross beam 3 extending in a direction orthogonal to the main girder 2, and a highly-durable concrete floor slab 4 disposed on the upper part of the main girder 2. - 特許庁

各主桁５間に鉄筋コンクリート横桁部材６を配設し、当該鉄筋コンクリート横桁部材６と前記主桁５とを有孔鋼板を用いて機械的に結合する。例文帳に追加

Steel reinforced concrete transverse girder members 6 are arranged across the main girders 5, and the steel reinforced concrete transverse girder members 6 are mechanically connected to the main girders 5 by using bored steel plates, respectively. - 特許庁

斜張橋とアーチ橋において、橋梁型式特有の主桁軸力を利用し、横桁部材を橋軸横断方向に通し状とした通し横桁13を介して、主桁部材を橋軸縦断方向にブロック状とした主桁ブロック14をサンドイッチし圧着連結する。例文帳に追加

In this pressing connection method, main girder shaft force being peculiar to bridge form is utilized, and a main girder block 14 constituting the main girder member like a block in the longitudinal direction of bridge shaft is sandwiched in through the through-crossbeam 13 for letting the crossbeam member be through in the transverse direction of bridge shaft to press and connect in a cable stayed bridge and an arch bridge. - 特許庁

補強構造Ｓは、コンクリート床版Ｃの下面に設けられた主桁１と、両端を主桁１に連結された横桁２と、コンクリート床版Ｃと横桁２との間に設けられた複数の支持部３とを備えている。例文帳に追加

The reinforcing structure S is provided with a main girder 1 provided on the lower face of a concrete floor slab C, a lateral girder 2 connecting both the ends on the main girder 1, and a plurality of support parts 3 provided between the concrete floor slab C and the lateral girder 2. - 特許庁