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Shear wall core system equipped with composite connection member of steel and concrete

机译:配钢和混凝土复合连接构件的剪力墙芯系统

摘要

The present invention relates to a core shear wall system having a steel concrete composite connecting member, allowing joint units of an outer wall unit such as a corner unit on an RC core shear wall to be coupled to each other by using a connecting member, which is a steel concrete composite member, so as to effectively resist against a lateral force and the gravity in a building having more than 100 stories, thereby increasing wind-resistance and earthquake-resistance structure performance, constructability, safety, construction precision, and cost efficiency of the building. The core shear wall system comprises: a plurality of outer walls constituting the outside of the core shear wall and reinforcing steel bars in concrete; and a connecting member connecting end portions of neighboring outer units and allowing a steel wall body to be composite with the concrete.
机译:核心剪力墙系统技术领域本发明涉及一种具有钢筋混凝土复合连接构件的核心剪力墙系统,其允许通过使用连接构件将诸如RC单元剪力墙上的拐角单元的外壁单元的接头单元彼此联接。是一种钢混凝土复合构件,可有效抵抗100层以上建筑物中的横向力和重力,从而提高抗风和抗震的结构性能,可施工性,安全性,施工精度和成本效益建筑物。岩心剪力墙系统包括:构成岩心剪力墙外侧的多个外壁和混凝土中的钢筋。连接构件,其连接相邻的外部单元的端部,并使钢制墙体与混凝土复合。

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