摘要
以实际工程为例,结合现场地质和水文条件,从控制造价的角度,对主楼中庭的抗浮设计考虑采用增加自重、局部梁式筏基和抗浮锚杆3种方案,对3种方案进行对比和分析,得出最优方案,为类似工程的抗浮设计提供参考。
In this paper, three anti-floating plans utilized in a real project are compared considering site geologic and hydrologic conditions. The three plans for the atrium in the main building are adding self-weight, utilizing local beam plate raft foundation and utilizing anti-floating rock bolts. The be st plan is selected through comparison and analysis, and examples are supplied for other similar anti-floating design.
出处
《工程建设与设计》
2014年第5期55-58,共4页
Construction & Design for Engineering
关键词
主楼中庭
抗浮设计
抗浮锚杆
the atrium in the main building
anti-floating design
anti-floating rock bolts
