【作者】 刘中华； 耿翠珍；

【Author】 LIU Zhong-hua 1,GENG Cui-zhen 2(1.Urban Construction College of Zhejiang Shuren University,Hangzhou 310015,China;2.Architectural Design and Research Institute of Zhejiang University,Hangzhou 310027,China)

【机构】 浙江大学建筑设计研究院； 浙江树人大学城建学院；

【摘要】 介绍了各种楼盖体系的特点、适用条件及优缺点,主要考察了8m,16m,24m等特定跨度的楼盖。采用不同的楼盖方案、假定的荷载、材料等级、最小配筋率等条件,选定合适的梁板截面尺寸。进行建模计算,满足承载力及正常使用要求.根据计算结果进行设计并统计工程量、造价并比选。得到各种跨度楼盖对应的较优方案。更多还原

【Abstract】 All kinds of floor systems characteristics,application conditions and advantagesand disadvantages were introduced,8 m,16 m,24 m specific span floor were mainly inspected.Using different floorslab scheme,the assumption of the load,material level,minimum of reinforcement,the appropriate beam and slab section size were selected.Modle was calculated,capacity and normal condition were contented.Based on the results,floorslab was designed,quantities and cost were counted and compared.Various kinds span floorslab’s better precept were got.更多还原