柱-柱溶接接合部の英語

鋳造により成形された柱梁接合金物３の端部が柱１に溶接接合され、平坦に形成された柱梁接合金物３の外周側面３ｆに梁２の端部がノンスカラップ溶接により接合されたことを特徴とする。例文帳に追加

The end sections of beam-column joint metals 3 molded by casting are welded and joined to the column 1, and the end sections of the beams 2 are joined with the outer-circumferential side faces 3f of the flatly formed beam-column joint metals 3 by non-scallop welding. - 特許庁

２本の鋼管柱をその当接端部を容易にかつ効率よく溶接して接合できる鋼管柱の継手工法を提供することにある。例文帳に追加

To provide a joint construction method for a steel-pipe column, in which the abutting end sections of the two steel pipe columns can be welded and jointed easily and efficiently in the two steel-pipe columns. - 特許庁

極柱、ブッシングおよび端子あるいは極柱、ブッシングおよび接続捍を一体に溶接・接合する際に、前記極柱の上面に該極柱よりも高熱伝導率を有する部材を載置すると共に、バーナー法により前記部材を溶接・接合部に埋没させることを特徴とするものである。例文帳に追加

When the electrode pole, bushing, and terminal or the electrode pole, bushing, and connecting are integrally welded and jointed, a member having a higher heat conductivity than the electrode pole is mounted on the upper face of the electrode pole and the above member is embedded in the welding/jointing part by the burner method. - 特許庁

また、前記柱梁接合部２１の増厚部の範囲ｊＬを、梁せいＨ＋０．２柱幅Ｂ×２以上として、前記柱素管部２２とを上下端部で溶接させて角形柱２０を形成させた。例文帳に追加

Also, the range jL of the increased thickness portion of the column to beam joint portion 21 is made larger than (beam depth H+0.2 column width B×2) and the raw pipe portion 22 of the column is welded at the to and bottom and a square column 20 is formed. - 特許庁

柱部材の切断、再溶接が不要であり、溶接作業を低減し、生産性および接合部分の品質向上を図ることができる、柱部材と梁部材との接合構造を提供することにある。例文帳に追加

To provide the structure for connection of a column member with a beam member, in which the cutting and rewelding of the column member are made unnecessary, welding operation is reduced and productivity and the quality of a connecting section can be improved. - 特許庁

柱梁の接合部に従来のダイヤフラムを用いなくても耐力・剛性の高い接合部を得ることができ、ダイヤフラムと柱の完全溶込み溶接やエレクトロスラグ溶接を省略することで製作性に優れた柱梁接合部を得る。例文帳に追加

To obtain a connecting section having high strength and rigidity without using a conventional diaphragm in the beam-column connecting section, and to obtain the beam-column connecting section having excellent productivity by omitting the complete penetration welding of the diaphragm and a column and electroslag welding. - 特許庁

仕口部において梁４を水平方向に貫通させ、該梁の上下に柱鋼管２を配設し、梁には柱鋼管内に挿入される接合用鉄骨７を溶接し、該接合用鉄骨を柱鋼管内のコンクリート３中に定着せしめて、該接合用鉄骨を介して柱と梁とを接合する。例文帳に追加

A beam 4 is penetrated horizontally through a joint part, steel pipe columns 2 are arranged above and below the beam, joining steels 7 to be inserted into the steel pipe columns are welded to the beam, and the columns and the beam are joined together with the joining steels anchored to infilled concrete 3 in the steel pipe columns. - 特許庁

板厚差の大きな鋼管柱とベースプレートとのリブなしの溶接接合部を得るに際して、完全溶け込み溶接を安定して実現可能な鋼管柱基部接合方法を提供する。例文帳に追加

To provide a steel pipe column base joint method which can achieve stable full penetration welding when obtaining a rib-less welding joint between a steel pipe column and a base plate whose plate thicknesses are largely different from each other. - 特許庁