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COLUMN-BEAM CONNECTION STRUCTURE
PROBLEM TO BE SOLVED: To provide a column-beam connection structure in which full-strength connection is made over a required region and meanwhile, cost required for manufacturing is reduced by making a region of full-strength connection small.SOLUTION: A non-diaphragm type column-beam connection structure 1 includes a column 11 of a reinforced-concrete construction or a steel construction, a beam 21 of a steel construction, and a connection part 31 at which the column and the beam are connected. In the structure, the column includes a column steel frame 12 made of a cross-shaped steel frame or H-steel with flanges in which end parts of webs 14 and flanges 13 are welded together. The flanges and the webs in the column steel frame having the beam connected thereto are full-strength connected over a region where tensile stress is applied on the flanges of the column steel frame, and a region where the full-strength connection is not made is connected by using a method other than the full-strength connection.SELECTED DRAWING: Figure 5
【課題】必要な範囲に全強接合するとともに全強接合する範囲を狭くすることで製造に要するコストを抑えた柱梁接合構造を提供する。【解決手段】鉄骨鉄筋コンクリート造又は鉄骨造の柱１１と、鉄骨造の梁２１と、柱に梁が接合された接合部３１と、を備えるノンダイアフラム形式の柱梁接合構造１であって、柱は、ウェブ１４の端部とフランジ１３とが互いに溶接されたフランジ付き十字鉄骨又はＨ形鋼製の柱鉄骨１２を備え、柱鉄骨における梁が接合されたフランジとウェブとは、柱鉄骨のフランジに引張応力が作用している範囲で全強接合され、全強接合されていない範囲は、全強接合以外の方法で接合されている。【選択図】図５
COLUMN-BEAM CONNECTION STRUCTURE
PROBLEM TO BE SOLVED: To provide a column-beam connection structure in which full-strength connection is made over a required region and meanwhile, cost required for manufacturing is reduced by making a region of full-strength connection small.SOLUTION: A non-diaphragm type column-beam connection structure 1 includes a column 11 of a reinforced-concrete construction or a steel construction, a beam 21 of a steel construction, and a connection part 31 at which the column and the beam are connected. In the structure, the column includes a column steel frame 12 made of a cross-shaped steel frame or H-steel with flanges in which end parts of webs 14 and flanges 13 are welded together. The flanges and the webs in the column steel frame having the beam connected thereto are full-strength connected over a region where tensile stress is applied on the flanges of the column steel frame, and a region where the full-strength connection is not made is connected by using a method other than the full-strength connection.SELECTED DRAWING: Figure 5
【課題】必要な範囲に全強接合するとともに全強接合する範囲を狭くすることで製造に要するコストを抑えた柱梁接合構造を提供する。【解決手段】鉄骨鉄筋コンクリート造又は鉄骨造の柱１１と、鉄骨造の梁２１と、柱に梁が接合された接合部３１と、を備えるノンダイアフラム形式の柱梁接合構造１であって、柱は、ウェブ１４の端部とフランジ１３とが互いに溶接されたフランジ付き十字鉄骨又はＨ形鋼製の柱鉄骨１２を備え、柱鉄骨における梁が接合されたフランジとウェブとは、柱鉄骨のフランジに引張応力が作用している範囲で全強接合され、全強接合されていない範囲は、全強接合以外の方法で接合されている。【選択図】図５
COLUMN-BEAM CONNECTION STRUCTURE
柱梁接合構造
SUZUKI YUSUKE (author) / TAKEUCHI ICHIRO (author) / HIROSHIMA SATORU (author) / NAKATSUKA KOICHI (author) / WATANABE TETSUMI (author)
2018-01-18
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
COLUMN-BEAM CONNECTION STRUCTURE AND METHOD FOR MANUFACTURING COLUMN-BEAM CONNECTION STRUCTURE
| European Patent Office | 2023