超高层建筑钢板剪力墙混凝土裂缝控制研究  

Research on Concrete Crack Control of Steel Plate Shear Wall of Super High-Rise Building

作　　者：裴鸿斌[1] 王宜彬 于海申[1] 李享 吴宝朋 PEI Hongbin;WANG Yibin;YU Haishen;LI Xiang;WU Baopeng(China Construction Eighth Engineering Division Co.,Ltd.,Tianjin Branch,Tianjin 300450,China)

机构地区：[1]中国建筑第八工程局有限公司天津分公司,天津300450

出　　处：《建筑施工》2019年第1期21-24,共4页Building Construction

摘　　要：天津周大福金融中心工程的塔楼核心筒为钢板剪力墙,混凝土强度高,厚度大,极易产生裂缝。通过采用超高层建筑钢板剪力墙混凝土裂缝控制技术,分析了产生裂缝的主要原因并制订了相对应的措施,效果良好,可为类似工程提供借鉴。The core tube of the tower of Tianjin Chow Tai Fook Financial Center is steel plate shear wall,its concrete is of high strength and large thickness,and very easy to produce cracks.Through adopting the concrete crack control technology of steel plate shear wall of super high-rise building,the main causes of cracks are analyzed and corresponding measures are formulated.It has good effect and can provide references for similar projects.

关 键 词：超高层建筑 钢板剪力墙 混凝土裂缝 控制技术 

分 类 号：TU755.7[建筑科学—建筑技术科学]