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REINFORCEMENT STRUCTURE OF BEAM-COLUMN CONNECTION
To provide a reinforced structure of a beam-column connection where the beam-column connection can be easily and reliably reinforced by a reinforcing metal instead of stiffener welding.SOLUTION: The reinforcing hardware has a substantially H-shaped cross section and includes a pair of upper and lower reinforcing flanges 10a and 10a and a reinforcing web 10b connecting the pair of reinforcing flanges, and a reinforcing metal 10 is inserted in a direction in which the reinforcing web 10b is directed out of the surface of the beam web 1b in a portion surrounded by the pair of upper and lower beam flanges 1a and 1a of the beam 1 and the beam web 1b, and a pair of upper and lower reinforcing flanges 10a and 10a are respectively in contact with the inner surfaces of the upper and lower beam flanges 1a and 1a of the beam 1, and are bolted to the beam flanges 1a, 1a, and since one end of the reinforcing web 10b is in contact with the beam web 1b, the beam-column joint can be easily and surely reinforced by the reinforcing metal, not by the stiffener welding.SELECTED DRAWING: Figure 1
【課題】柱梁接合部をスチフナの溶接によらず、補強金物によって容易かつ確実に補強できる柱梁接合部の補強構造を提供する。【解決手段】補強金物は、略Ｈ形断面を有し、かつ上下一対の補強フランジ１０ａ，１０ａと、当該一対の補強フランジを連結する補強ウエブ１０ｂとを備え、梁１の上下一対の梁フランジ１ａ，１ａと梁ウエブ１ｂとで囲まれた部分に、補強金物１０が補強ウエブ１０ｂを梁ウエブ１ｂの面外方向に向けて挿入され、上下一対の補強フランジ１０ａ，１０ａが、それぞれ梁１の上下一対の梁フランジ１ａ，１ａの内面に当接されるとともに当該梁フランジ１ａ，１ａにボルト接合され、補強ウエブ１０ｂの一端部が梁ウエブ１ｂに当接されているので、柱梁接合部をスチフナの溶接によらず、補強金物によって容易かつ確実に補強できる【選択図】図１
REINFORCEMENT STRUCTURE OF BEAM-COLUMN CONNECTION
To provide a reinforced structure of a beam-column connection where the beam-column connection can be easily and reliably reinforced by a reinforcing metal instead of stiffener welding.SOLUTION: The reinforcing hardware has a substantially H-shaped cross section and includes a pair of upper and lower reinforcing flanges 10a and 10a and a reinforcing web 10b connecting the pair of reinforcing flanges, and a reinforcing metal 10 is inserted in a direction in which the reinforcing web 10b is directed out of the surface of the beam web 1b in a portion surrounded by the pair of upper and lower beam flanges 1a and 1a of the beam 1 and the beam web 1b, and a pair of upper and lower reinforcing flanges 10a and 10a are respectively in contact with the inner surfaces of the upper and lower beam flanges 1a and 1a of the beam 1, and are bolted to the beam flanges 1a, 1a, and since one end of the reinforcing web 10b is in contact with the beam web 1b, the beam-column joint can be easily and surely reinforced by the reinforcing metal, not by the stiffener welding.SELECTED DRAWING: Figure 1
【課題】柱梁接合部をスチフナの溶接によらず、補強金物によって容易かつ確実に補強できる柱梁接合部の補強構造を提供する。【解決手段】補強金物は、略Ｈ形断面を有し、かつ上下一対の補強フランジ１０ａ，１０ａと、当該一対の補強フランジを連結する補強ウエブ１０ｂとを備え、梁１の上下一対の梁フランジ１ａ，１ａと梁ウエブ１ｂとで囲まれた部分に、補強金物１０が補強ウエブ１０ｂを梁ウエブ１ｂの面外方向に向けて挿入され、上下一対の補強フランジ１０ａ，１０ａが、それぞれ梁１の上下一対の梁フランジ１ａ，１ａの内面に当接されるとともに当該梁フランジ１ａ，１ａにボルト接合され、補強ウエブ１０ｂの一端部が梁ウエブ１ｂに当接されているので、柱梁接合部をスチフナの溶接によらず、補強金物によって容易かつ確実に補強できる【選択図】図１
REINFORCEMENT STRUCTURE OF BEAM-COLUMN CONNECTION
柱梁接合部の補強構造
SHIMIZU NOBUTAKA (author) / SATO KEIICHI (author) / SHISHIDO TADAKAZU (author)
2019-04-25
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
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