混凝土叠合墙受力性能分析及工程应用
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张莉华，万怡秀，陈燕，吴昭华，谭佩（北京富力城房地产开发有限公司， 北京 100022）［摘要］以壁桩为原结构的混凝土叠合墙在高层建筑全逆作法施工中可发挥重要作用。结合一个具体工程，分析了混凝土叠合墙的受力性能，并提出了适合该工程的简化计算方法。分析表明，根据具体工程设计的混凝土叠合墙，具有较高的承载力和良好的耗能能力，能够满足工程受力和施工的要求。［关键词］壁桩； 叠合墙； 受力性能； 逆作法中图分类号：TU974文献标识码：A文章编号：1002848X(2013)11001905Mechanical behaviors and application of reinforced concrete composite shear wallsZhang Lihua, Wan Yixiu, Chen Yan, Wu Zhaohua, Tan Pei(Beijing R&F Properties Development Co., Ltd., Beijing 100022, China)Abstract:Reinforced concrete composite shear walls with barrettes as main parts benefit in topdown construction of highrise buildings. The mechanical behavior of reinforced concrete composite shear walls was studied and a simplified calculation method was put forward. Analysis results indicate that welldesigned reinforced concrete composite shear walls excel in loadcarrying capacity and energy dissipation capacity, which can satisfy requirements of bearing capacity and construction.Keywords:barrette; composite shear wall; mechanical behavior; topdown construction method作者简介：张莉华，硕士，工程师，Email:zhanglihua@tsinghua.org.cn。参考文献［1］LEI GUOHUI. Barrette foundations［M］. Beijing: Science Press, 2006.［2］GB 50010—2010 混凝土结构设计规范［S］. 北京：中国建筑工业出版社，2011.
