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某大楼高位连体箱梁施工支撑荷载的优化设计
引用本文:郭志东. 某大楼高位连体箱梁施工支撑荷载的优化设计[J]. 吉林建筑工程学院学报, 2008, 25(3): 54-56
作者姓名:郭志东
作者单位:中水东北勘测设计研究有限责任公司,长春,130021
摘    要:大跨高位连体弧形结构采用箱形粱结构形式,由于建筑结构自重较大,施工阶段支撑变形难以控制,支撑施工设计采用箱形梁与钢结构,支撑共同受力协调变形的方式,观测结果完全满足要求.

关 键 词:连体结构  箱形梁  钢结构支撑

The Majorized Design of the Construction Strut Load of the High Connected Box Beam of the High Building
GUO Zhi-dong. The Majorized Design of the Construction Strut Load of the High Connected Box Beam of the High Building[J]. Journal of Jilin Architectural and Civil Engineering, 2008, 25(3): 54-56
Authors:GUO Zhi-dong
Affiliation:GUO Zhi-dong ( China Water Northeastern Investigation Design & Research CO. Ltd, Changchun 130021)
Abstract:The high connecting arc-shaped structure of the larger span adopts box beam structural formation,because of the large self-weight of the building,it is hard to control the strut deformation at construction stage.The strut construction design adopts the method that the box beam and the steel structure strut coordinatied deform together,the observation result satisfy requirement completely.
Keywords:connected structure  box beam  steel structure strut
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