摘要
防倒塌棚架的设计是民防地下室设计的重要内容,当其参数不满足《防空地下室结构设计》(FG02)中的要求时,不能直接选值配筋或由PKPM获得计算结果,本文采用荷载换算的方法,考虑了柱、梁以及顶板配筋的支配因素,作者在工程实践中总结出了在应用PKPM时的一种简便实用的荷载输入方法,提高了计算机计算和绘图的效率.
The design of collapse-proof shed is an important content in design of Basement for Civil Air Defense. When its parameters don't meet the demands of criterion, designers can not choose values to deploy reinforcing steel bar or get the calculation results via PKPM. In this article, load conversion method is applied. In addition, the dominative factors which affect reinforcing steel bar deploying of core、beam and top are took into account. On the base of practical experience, a handy and practical method of inputting load values in PKPM is provided. By this means, the efficiencies of calculation and drawing will be raised.
出处
《重庆建筑》
2004年第5期22-24,共3页
Chongqing Architecture
