摘要
通过工程实例，分析了管道支架的结构选型，及其在PKPM程序电算中遇到的问题，同时对照手算进行核对；分析了管架在不同荷载下的工况，并按沿程场地的地质变化采用了不同的基础形式。
By engineering example,the structure selection of tubular frame is analyzed; the problem calculating by computer in PKPM programme compared with handwork calculation; the condition in tubular frame acted under different loads; and different forms of structure foundation adopted in different geology situation.
作者
彭思毅
Peng Siyi （Guangdong Design Institute of Light-texile Industry and Achiteture, Guangzhou 510000, China）
出处
《房材与应用》
2006年第2期41-43,共3页
Housing Materials & Applications
关键词
管道支架
结构选型
PKPM
电算
基础选型与沉降控制
tubular frame
structure selection
calculation by PKPM programme
foundation selection and settlement controling
