摘要
笔者2次指出国内外技术规程中建议的箱基与上部结构共同作用下的计算是错误的,并建议新的计算。为了从理论上解决箱基渗漏问题,曾提出“反盆式沉降方案”,现改为“调整沉降方案”,并介绍了工程实例。
The author has pointed out the calculation is incorrect in the technical specifications of China and foreign countries, and proposed new method. For solving in theory the seepage of box-foundation, he has put the project of settlements in anti-basin shape, now revises as the project of adjusting settlements, and gives a practice engineering example.
出处
《四川建筑科学研究》
北大核心
2005年第5期70-71,共2页
Sichuan Building Science
关键词
高层建筑
箱形基础
共同作用
总体弯矩
叠板
组合深梁
沉降
tall buildings
box foundation
interaction
integrity moment
piled slab
composite deep beam
settlement
