「仮設切梁」に関連した英語例文の一覧と使い方 - Weblio英語例文検索

交換すべき柱４の下部と基礎16との縁を切り、交換すべき柱４の両側の主桁１，１間に仮設梁21を掛け渡す。例文帳に追加

The connection between the lower section of a column 4 to be replaced and a foundation 16 is cut off, and a temporary beam 21 is suspended between main girders 1, 1 on both sides of the column 4. - 特許庁

筒状仮設体の内壁面に沿って立ち上がる支保材により筒状仮設体を自立させて切梁を一切無用とすることにより、施工性および経済性に非常に優れた自立式仮締切構造および自立式仮締切工法を提供する。例文帳に追加

To provide a self-standing cofferdam structure and a self-standing cofferdam method excelling in workability and economical efficiency by allowing a cylindrical temporary body to self-stand by timbering members rising along the internal wall surface of the cylindrical temporary body while totally dispensing with struts. - 特許庁

該外周架構１０にＳ造（ＳＲＣ造）部分の鉄骨柱あるいは梁を接合させ、当該Ｓ造（ＳＲＣ造）部分を躯体から下層階で切り離し、仮設屋根架構１８とする。例文帳に追加

Steel frame pillars or beams of the S structural (SRC structural) part are jointed to the outer peripheral frames 10, the S-structural (SRC structural) part is separated from the skeleton at a lower story to form a temporary roof frame 18. - 特許庁

地下構築の支保工に地下本体構造の本設梁と可動切梁支保工を用いることで仮設材を最小限とし、山留め壁に発生する変形と応力を抑止することで山留め壁の規模を小さくし、支保工となる地下躯体の構築と地盤掘削を同時に進行させ工期短縮を図る。例文帳に追加

To minimize temporary materials by using permanent girders of an underground body structure and a movable shore strut timbering for an underground construction timbering, to reduce the scale of an earth retaining wall by suppressing the deformation and stress generated in the earth retaining wall, and to reduce the construction term by simultaneously progressing the construction of the underground skeleton to be the timbering and the ground excavation. - 特許庁

建物外周部の柱２とプレキャストコンクリート梁１を圧着接合する場合にも、ＰＣ鋼材３の定着作業を建物内部から行い得ることを実現することにより、仮設の作業足場ａを一切不要とし、もって、経済性、安全性に非常に優れたプレキャストコンクリート梁１と柱２の圧着接合構造および圧着接合構法を提供する。例文帳に追加

To provide a pressure joining structure and a pressure joining construction method for a precast concrete beam 1 and a column 2 of excellent economical efficiency and safety requiring no temporary work scaffolding (a) at all by allowing anchoring work of a PC steel member 3 to be performed from the inside of a building even when pressure-joining the precast concrete beam 1 to the column 2 at the outer peripheral part of the building. - 特許庁