摘要
介绍了建筑物的抗浮设计,对抗拔桩的设置依据、水浮力的计算加以说明,并提出了抗拔桩设计时的一些注意事项。同时,工程实践也表明,采用挤扩支盘桩解决地下建筑抗浮问题是一种比较经济、合理的新方法。
This essay introduces the building anti-floating design,explain Anti-floating pile establishment basis,the water buoyancy computation,and put forward some attentions for the design.A practical project is analyzed in technique and economy and it shows that it is very economical and reasonable that squeezed branch pile is used to solve the anti-floating problem of the underground building.
出处
《低温建筑技术》
2009年第10期92-93,共2页
Low Temperature Architecture Technology
关键词
支盘桩
水浮力
抗浮设计
DX buoyancy pile
water buoyancy
anti-floating design
