摘要
某综合楼在建设初期 ,将上部 1 8层肋形楼盖改为等厚空心无梁楼盖 ,2 0 0 2年 5月投入使用。根据新旧两套方案图纸分析了各自的材料耗量 ,针对新方案并未如有关方推荐资料所述可降低混凝土及钢筋用量 ,反而有所增加的情况 ,提出对新设计在计算和构造上的一些意见 。
Two types of floor plate structure were designed for a same multi storey building:ordinary slab beam structure and hollow cored flat plate structure. The later as a new technique was adopted in order to save the consumption of concrete and reinforcement. Two types of plate structure's consumption of materials are calculated and it is found out that the hollow cored flat plate is not more economical than the slab beam as expected.Analysis is made and for the improvement and further application of hollow cored flat plate structure,some suggestions are proposed.
出处
《建筑结构》
CSCD
北大核心
2003年第8期70-72,共3页
Building Structure
关键词
高层综合楼
空心无梁楼盖
钢筋混凝土
肋形楼盖
钢筋
hollow cored flat plate
flush beam
column strip zone
middle strip zoneone
middle strip zone
