摘要
结合武汉市民族大学教师宿舍区4号楼工程的实际情况,叙述了3号塔吊基础的设计过程,具体介绍了该塔吊基础的选型,并对其安全性能进行了计算分析,为类似工程积累了经验。
Combined with No.4 building of teachers＇ living quarters engineering practical situation of Wuhan National University,the No.3 tower crane foundation design process was described,the tower crane foundation shape was detail introduced and its safety performance was calculated and analyzed,which accumulated experience for similar engineering.
出处
《山西建筑》
2010年第21期122-123,共2页
Shanxi Architecture
关键词
塔吊基础
承载力
配筋面积
tower crane
bearing capacity
distributed steel area
