便携式移动通信基站自锁地梁基础受力性能分析

Performance Analysis of Self- locking Beam Foundation of Portable Mobile Communication Station

便携式移动通信基站由于其快速建站、移动方便等优点被广泛应用.由于不需要开挖基础,现行规范对基站基础设计尚无计算公式.本文利用有限元分析软件ANSYS对自锁地梁基础进行数值分析,评价其整体受力性能,分析结果表明:自锁地梁基础整体性能好,基础应力小,调整基础尺寸能满足基底脱开率要求.

Portable mobile communication station is widely used because it is convenient and fast -mov-ing.Because of no excavation for the foundation , there is no formula to design it according to Code .This paper mainly did numerical analysis of self -locking beam foundation of portable mobile communication station using fi-nite element calculation software ANSYS , to evaluate the overall mechanical properties .Analysis results show that the overall performance of self -locking beam foundation is good and the stress is small .The size of the foundation can be adjusted to meet the requirements of rate of basal disengagement .