通信单管塔矩形基础底面尺寸设计方法  

Design Method for Bottom Dimension of Rectangular Foundation of Communication Single Tube Tower

作　　者：吴桐 钱丹丹 WU Tong;QIAN Dandan(China Information Consulting&Designing Institute Co.,Ltd,Nanjing Jiangsu 210019 China;Zhenjiang Technician College Jiangsu Province,Zhenjiang Jiangsu 212000 China)

机构地区：[1]中通服咨询设计研究院有限公司,江苏南京210019 [2]江苏省镇江技师学院,江苏镇江212000

出　　处：《江苏建筑》2024年第5期141-145,共5页Jiangsu Construction

摘　　要：文章通过研究通信单管塔矩形基础在双向偏心荷载作用下的受力特点,推导出双向偏心受压基础底面尺寸计算公式,解决了在场地受限条件下,通信单管塔基础的设计难题,并且给出了单管塔基础埋深的取值合理区间以及最大基底压力的简化公式,极大地优化了基础设计过程。This paper studies the stress characteristics of rectangular foundations for communication single tube towers under bi-directional eccentric loads and derives a formula for calculating the bottom size of foundations under bi-directional eccentric compression.It solves the design problem of communication single tube tower foundation under limited site conditions.A reasonable range for the burial depth of the single tube tower foundation and a simplified formula for the maximum foundation pressure are provided,greatly optimizing the foundation design process.

关 键 词：通信单管塔 矩形基础 双向偏心 

分 类 号：TU470[建筑科学—结构工程]