摘要
随着城市建设地下空间的利用程度提高,大尺寸、大埋深基础的抗浮设计已成为结构设计的重点。建筑抗浮设防水位是抗浮设计的重要参数,通过分析北京地区抗浮设防水位的影响因素以及近年来的变化情况,结合当前建筑的特点和现行规划,总结建议了抗浮锚杆设计和优化方法。通过工程实例介绍了采用数值分析方法对抗浮锚杆进行优化设计,为类似工程提供可靠经验。
With the improvement of the utilization of underground space in urban construction,the anti-floating design of large-size and deep-buried foundations has become the focus of structural design.Anti-floating fortification level is an important parameter of anti-floating design.The influence factors and recent changes of anti-floating fortification level in Beijing area are analyzed according to the character of the current building and the current planning.The design and optimization methods of anti-floating anchor are summarized.The optimization design of anti-floating anchor by numerical analysis method is introduced in detail through engineering examples,which could provide reliable experience for similar projects.
作者
王浩
刘盈君
王双
Wang Hao;Liu Yingjun;Wang Shuang(China Ordnance Industry Survey and Geotechnical Institute Co.,Ltd.,Beijing 100053,China;Norinco International Cooperation Ltd.,Beijing 100040,China)
出处
《岩土工程技术》
2021年第6期387-394,399,共9页
Geotechnical Engineering Technique
关键词
抗浮设防水位
抗浮锚杆
数值分析
优化设计
anti-floating fortification level
anti-floating anchor
numerical analysis
optimization design