column to column connection weldedとは 意味・読み方・使い方

The connection end of a web 12c of the steel framed beam 12 is fillet-welded 24 to the side face 10a of the steel column 10.例文帳に追加

鉄骨梁１２のウェブ１２ｃの接続端を、鉄骨柱１０の側面１０ａにすみ肉溶接２４する。 - 特許庁

The connection end of an upper flange 12a of a steel framed beam 12 formed from a H-shape steel is welded to the outer periphery of a steel framed column 10 formed from a steel pipe by butt resistance welding.例文帳に追加

Ｈ型鋼で形成した鉄骨梁１２の上方フランジ１２ａの接続端を、鋼管で形成した鉄骨柱１０の外周に突き合わせ溶接２２する。 - 特許庁

The semiformed long steel pipe 1 and the semiformed short steel pipe 2 are welded and connected 5 in the direction of length using the semiformed short steel pipe 2 as a beam member connection position to form a semiformed steel pipe column 7.例文帳に追加

半成形長尺鋼管１と半成形短尺鋼管２を、半成形短尺鋼管２を梁材連結位置として長さ方向で溶接結合５して半成形鋼管柱７を形成した。 - 特許庁

To distribute bolt connection and welded connection on a job site to optimal places so that the respective advantages of them can be obtained, when a column and a beam are connected together, allow an upper flange of the beam to be connected without interference with the beam and a roofing material, and connect a lower flange of the beam in a relatively easy and firm manner.例文帳に追加

柱と梁とを接合するにあたり、ボルト接合と現場の溶接接合とをそれぞれの利点が得られるよう最適箇所に振り分け、梁の上フランジの接合を梁や屋根材と干渉することなく行え、しかも、梁の下フランジの接合を比較的容易かつ強固に行う。 - 特許庁

The beam-column connection structure is constituted in such a manner that the flange of the H-steel bracket in which web height is equalized to that of the H-steel beam material and flange width is made larger than that of the H-steel beam material is welded and connected to the diaphragm and the flange of the bracket and the flange of the beam material are joined mechanically by a splice plate.例文帳に追加

ウエブ高さが該Ｈ鋼梁材のウエブ高さに等しく、且つ、フランジ幅が該Ｈ鋼梁材のフランジ幅よりも大きいＨ鋼ブラケットのフランジを、前記ダイヤフラムに溶接接合し、かつ、該Ｈ鋼ブラケットのフランジと前記Ｈ鋼梁材のフランジがスプライスプレートにより機械的に接合された構成とする。 - 特許庁