site welding beam-to-column jointとは 意味・読み方・使い方

To provide a reinforcing structure of a steel column-beam joint portion, capable of reinforcing the steel column-beam joint portion without requiring welding at site when the steel column-beam joint portion is joined to a reinforcement metal fitting.例文帳に追加

鋼製の柱梁接合部を補強金物で接合する際、現場溶接を必要としないで柱梁接合部の補強を可能にした鋼製の柱梁接合部の補強構造を提供する。 - 特許庁

To provide a beam-column joint structure of a building having a composite structure, which brings about labor savings in site work and a reduction in construction period by saving labor for site welding, and clarifies stress analysis for a joint so as to enable the rational design of the joint, by smoothing stress transfer between a column and a beam.例文帳に追加

現場溶接を省力することで現場施工の省力化、工期の短縮化を図り、しかも柱と梁間の応力伝達をスムーズにすることにより接合部の応力解析を明確にして接合部の合理的設計を可能にした複合構造建物における柱・梁接合部構造を提供する。 - 特許庁

To provide a shear reinforcing method and a shear reinforcing structure for a column and beam joint part for suppressing hole drilling machining into a web of a beam steel frame to the minimum required extent and suppressing occurrence of a problem of breakage of cross section as much as possible without requiring any welding at site and providing excellent construction property and economical property.例文帳に追加

現場溶接を一切必要としないことはもとより、梁鉄骨のウエブへの孔開け加工を必要最小限にとどめることで、断面欠損の問題を極力抑え、施工性と経済性に優れた、柱梁接合部の剪断補強方法及び剪断補強構造を提供する。 - 特許庁