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随着现阶段社会经济迅速发展,建筑行业也随之不断发展。例如城市中心区域不断涌现出大型商场、超市,甚至城市综合体,这些建筑物都需要大跨、层高更高的开敞空间,为满足使用功能的需求,在框支剪力墙结构中使用钢骨混凝土粱、柱应运而生,这些构件的运用,使得建筑物的使用空间大大增加。因此,本文针对钢骨混凝土柱在框支剪力墙结构中的运用,做出一些研究(例如钢骨混凝土柱含钢比等)。实践结果证明:在框支剪力墙结构中设置钢骨混凝土柱能够适当的减小整个建筑结构位移,尤其是框支剪力墙的位移,其中,体现比较明显的是框支剪力墙底部和中部位置。在框支剪力墙中设计钢骨混凝土柱可以减小框支梁的位移,有效增强框支剪力墙的抗剪承载力。因此在钢骨混凝土柱柱顶和框支剪力墙墙顶相接触的部分,水平承载力比较大。在钢骨混凝土柱竖向承载力是在水平方向外侧底处最大。
With the rapid social and economic development at this stage, the construction industry will also continue to develop. For example, large shopping malls, supermarkets, and even urban complexes are emerging in the heart of the city. These buildings require large open spaces with large span and storey height. They are used in the framed shear wall structure Steel and concrete beams, columns came into being, the use of these components, making the use of buildings greatly increased space. Therefore, in this paper, some researches (such as the steel ratio of SRC columns) are carried out for the application of SRC columns in the shear wall structure with frame-supported structure. The practice results show that the setting of SRC columns in the frame-supported shear wall structure can appropriately reduce the displacement of the entire building structure, especially the displacement of the frame-supported shear wall. Among them, it is obvious that the bottom of the frame-supported shear wall And central location. The design of SRC columns in the frame-supported shear wall can reduce the displacement of the frame beam and effectively enhance the shear bearing capacity of the frame-supported shear wall. Therefore, the horizontal bearing capacity is relatively large in the part where the top of SRC column is in contact with the top of the frame-supported shear wall. The vertical bearing capacity of SRC columns is the largest at the bottom of the horizontal outer side.