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鋼梁等強全栓拼接計算之中、日計算方法對比
王 華
摘 要

王  華
(現(xiàn)代設計集團華東建筑設計研究院有限公司,上海200002)

[提要] 鋼梁等強全栓拼接因其在工地現(xiàn)場施工方便,比全焊和栓焊連接容易控制施工質量,在日本鋼結構建筑中應用比較廣泛。結合國內規(guī)范和日本規(guī)范中關于鋼梁全栓拼接的計算方法,對比中日計算方法的不同之處。促進對國內規(guī)范相關內容的理解。
[關鍵詞] 全栓拼接;彈性階段設計;塑性階段設計

The Comparison of the Calculated Method of the Bolted Connection with Full-strength of Steel Beams between Chinese Code and Japan Code
Wang Hua
( East China Architectural Design & Research Institute Co. ,Ltd., Xian Dai Design Group, Shanghai 200002, China)

Abstract: Owing to its construction convenience and good construction quality compared to welding connection, the bolted connection of steel beam has been widely used in steel buildings of Japan.  In this paper, compared with the calculated method of the bolted connection with full-strength of steel beams between Chinese code and Japan code, good understanding of related content of Chinese code is obtained.
Keywords: bolted connection with full-strength; elastic design; plastic design

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