摘要
以一柱网尺寸(9m×9m)较大的建筑物为例,说明预应力混凝土柱下条形基础的受力分析,并与相同条件下的钢筋混凝土柱下条形基础进行技术、经济比较,得出预应力混凝土柱下条形基础较钢筋混凝土柱下条形基础的优缺点。
This paper takes a building with column net as an example to illustrate the design method of prestressed concrete strip foundation under columns. Compared with reinforced concrete strip foundation under the same condition technologically and economically, the prestressed one has some merits and demerits.
出处
《泰州职业技术学院学报》
2005年第1期14-17,39,共5页
Journal of Taizhou Polytechnic College
关键词
预应力
柱下条形基础
受力分析
PKPM
prestress
strip foundation under columns
design
PKPM software