column upliftとは 意味・読み方・使い方

To provide a half-precast beam capable of preventing an uplift performance of a fulcrum in the upper surface of a column even when deviational loading acts thereon and also resisting torsional force.例文帳に追加

偏載荷重が作用しても柱上面における支点部の浮上りが生ぜず、ねじり力にも抵抗可能なハーフプレキャスト梁を提供する。 - 特許庁

An elastic body 10 for absorbing compression deformation to prevent the collapse of concrete at the end of a beam 2 is installed on the portion of a side face of the column 1 subjected to compression by rotary deformation caused by uplift of the beam 2.例文帳に追加

柱１の側面であって、梁２の浮き上がりによる回転変形によって圧縮を受ける部位に、圧縮変形を吸収して梁２の端部コンクリートの圧壊を防止する弾性体１０が設置されている。 - 特許庁

The deformation of the web 36 is constrained even when torsional force acts thereon by loading on the beam, at the same time, the uplift performance of the lower surface 39 of the beam is prevented, and the fall of the beam from the column is also prevented.例文帳に追加

梁に載荷される荷重でねじれ力が作用してもウエブ３６の変形が拘束されると共に梁下面３９の浮上りを防止し、かつ梁が柱から落下するのも防ぐ。 - 特許庁

A connecting structure impeding relative horizontal displacement between the footing provided at the column base of the outer peripheral part column, and the pile head which supports the footing, while allowing the uplift of the footing from the pile head, is provided between the footing and the pile head.例文帳に追加

外周部柱の柱脚に設けるフーチングと、そのフーチングを支持する杭頭との間に、フーチングと杭頭との間の相対的な水平方向の変位を阻止する一方でフーチングが杭頭から浮き上がることを許容する連結構造を設けた。 - 特許庁

An unbounded prestressing steel member 3 is passed through a precast concrete beam 2 along the longitudinal direction of the beam, with each end of the steel member 3 anchored to a precast concrete column 1 to permit uplift of a column-and-beam connecting interface due to the elastic elongation and deformation of the steel member 3 under a horizontal force produced by an earthquake or the like.例文帳に追加

プレキャストコンクリート梁２の長手方向にアンボンドＰＣ鋼材３を貫通させ、該アンボンドＰＣ鋼材３の両端部をプレキャストコンクリート柱１へ定着して、地震等の水平力にしたがい前記アンボンドＰＣ鋼材３の弾性伸び変形に伴う柱梁接合界面の浮き上がりを許容する構成とする。 - 特許庁