梁端溶接部 - Weblio 英和・和英辞典 (original) (raw)
例文
建物の大梁２１に小梁２２を取付ける小梁取付構造において、小梁２２の取付端に溶接固定した取付部材２３を大梁２１の垂直面２１Ａにボルト接合したもの。例文帳に追加
In a beam fitting structure for fitting a beam 22 to a girder 21 of the building, a fitting member 23 welded and fixed to a fitting end of the beam 22 is bolted to a vertical surface 21A of the girder 21. - 特許庁
柱に接合される両方向の梁２，３のうち、一方向の梁２の中央部あるいは中間部を柱に架設し、他方向の梁３はその端 部を前記一方向の梁２の側部に溶接して剛接合する。例文帳に追加
A central part or an intermediate part of a one-direction beam 2 of both-direction beams 2 and 3 joined to the column is erected on the column, and the other-direction beam 3 is rigidly joined by welding the end of the beam 3 to the side of the beam 2. - 特許庁
鋼管柱１の梁接合部位にＨ形鋼梁２の梁ウェブ３の端面を接合し、その梁フランジ４の端面を鋼管柱１の外周側面に設けた水平ダイアフラム１１に溶接する。例文帳に追加
An end face of a beam web 3 of the H-steel beam 2 is joined with a beam joining section of the steel pipe column 1, and an end face of the beam flange 4 is welded on the horizontal diaphragm 11 provided on an outer peripheral side face of the steel pipe column 1. - 特許庁
鉄骨柱に設置したダイアフラムと鉄骨梁のフランジ端 部を突合せ溶接で接合してなる溶接接合構造において、簡単な構成で梁フランジとダイアフラムの突合せ溶接接合部を補強することができ、曲げモーメントに対する梁フランジの破断を確実に防止することのできる柱と梁の溶接接合構造を提供する。例文帳に追加
To provide a structure of welding and joining a column and beam, in which a diaphragm installed on a steel column and a flange end of a steel beam are joined together by butt welding, which enables a butt-welded joint between a beam flange and the diaphragm to be reinforced by a simple constitution, and which can surely prevent a fracture of the beam flange against bending moment. - 特許庁
第１の被溶接材（ダイアフラム１）の端面に裏当金３の端面を当接させ、第２の被溶接材（梁フランジ）２の下面に裏当金３の上面を当接させて、開先部をアーク溶接する。例文帳に追加
An end face of a backing strip 3 is abutted on an end face of a first member to be welded (a diaphragm 1), an upper side of the backing strip 3 is abutted on a lower side of a second member to be welded (a beam flange) 2, and a groove is arc-welded. - 特許庁
溶接 部、なかでも溶接止端 部からの延性き裂発生に対する抵抗性に優れ、地震負荷を受ける橋梁や建築などの地上構造物分野に用いて好適な高張力鋼溶接継手の提供。例文帳に追加
To provide a high-tensile strength steel weld joint having excellent resistivity to the generation of ductile cracks from a weld zone, particularly, from a weld toe, and suitably used for the field of ground structures such as bridges and buildings subjected to an earthquake load. - 特許庁
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
例文
梁１の端 部にエンドプレート５を、柱２の上端 部にエンドプレート９をそれぞれ溶接により取り付ける。例文帳に追加
The end plate 5 is fitted to the end of the beam 1 by welding, and the end plate 9 is fitted to the upper end of the pole 2 by welding. - 特許庁