摘要
以山西大医院项目天然地基情况下的5013塔吊基础计算为例,结合相关参数信息,分别对塔吊竖向力、弯矩、抗倾覆稳定性、地基承载力等的计算过程进行了介绍,得出天然地基情况下该塔吊基础各项指标符合相关要求的结论。
With 5013 tower crane foundation calculation in natural foundation situation of Shanxi large hospital engineering as example,combined with relate parameter information,the tower crane vertical force,flexural torque,antidumping stability and foundation bearing capacity calculation were introduced respectively.It concluded that the every index of the tower crane in natural foundation situation satisfied relate requirement.
出处
《山西建筑》
2010年第21期94-96,共3页
Shanxi Architecture
关键词
天然地基
塔吊基础
承载力
配筋面积
natural foundation
tower crane foundation
bearing capacity
reinforcing bar square
