摘要
文章介绍了某办公楼六层会议室采用井字梁的结构设计及计算过程,通过此项工程实例简述了井字梁中梁柱节点布置不同,其受力性能和建筑经济的差异。
This paper introduces the designing and calculating process of the compartment beam structure that was employed in the meeting room on the sixth floor of an office building. Through this project, it states the different load-bearing performances and the different building economy of the different beam-column joint layouts in the compartment beam.
出处
《安徽建筑》
2006年第5期108-108,116,共2页
Anhui Architecture
关键词
井字梁
受力薄弱点
柱位
弹性支座
compartment beam
weak load-bearing point
column place
elastic support
