超高层建筑伸臂桁架“延迟连接”技术在沈阳恒隆广场主塔楼施工中的应用
doi: 10.13204/j.gyjz2001411028
APPLICATION OF“DELAY CONNECTION”TECHNOLOGY OF OUTRIGGER TRUSS FOR SUPER TALL BUILDINGS IN MAIN TOWER OF SHENYANG HENGLONG PLAZA PROJECT
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摘要: 在水平荷载起控制作用的超高层建筑中,设置伸臂桁架可以提高结构的整体工作性能,从而提高结构的抗侧刚度,控制结构的顶部位移,降低核心筒所承担的倾覆力矩。但是,伸臂桁架在施工阶段,由于内外筒施工不同步,结构布置不对等原因,会导致施工过程中内、外筒的变形存在一定差异,如果盲目施工,将会造成在伸臂桁架内部过早产生较大应力,导致结构成形后整体受力状况与原结构设计模型不符。通过研究,提出一种超高层伸臂桁架"延迟连接"的施工技术。该方法在沈阳恒隆广场主塔楼施工应用的情况表明,可有效解决外框与芯筒不均衡变形导致的伸臂桁架应力过大的问题,确保了伸臂桁架施工和使用阶段的结构性能。Abstract: As the horizontal load is the dominant factor for a super tall building,setting outrigger can improve the overall performance of the structure,so as to improve the lateral stiffness of the structure,control the displacement on top of the structure,and reduce overturning moment that core tube bears. However,when the outrigger trusses are in construction stage,the rate of progress of construction between the frame and core tube is not synchronous and structure arrangement is unequal etc,which will lead to uneven deformation between the frame and core tube. If the outrigger trusses are blindly installed,a greater internal stress will be generated in outrigger truss,which may cause the bearing condition of the whole structure can not match the original structure design model after the structure is finished. It was proposed a“delay connection”construction technology of outrigger truss for super tall buildings,and the use of this method in the construction of the main tower of Shenyang Henglong Plaza showed that it could effectively solve the problem of more stress generated in outrigger truss that caused by the uneven deformation between the frame and core tube; and also ensured the smooth installation of outrigger truss and the structural performance in the using stage.
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