摘要
通过结构概念设计把一个露高较大的铁塔高桩承台基础优化成一个新型的没有承台的上部剪力墙连接三桩的结构型式,不仅基础工程量节省一半以上,而且基础的可靠度、美观程度也得到较大的提高。
With method of structural concept design , an elevated pile foundation of transmission tower with high free length was optimized as three-pile-connected foundation with upper shear wall. More than half of project quantity was saved, and reliability and beauty of the elevated pile foundation were raised.
出处
《建筑技术开发》
2010年第12期18-20,共3页
Building Technology Development
关键词
高桩承台基础
剪力墙
简体
elevated pile foundation
shear wall
tube
