摘要
介绍了先进的气膜钢筋混凝土施工技术,分析了研发的直径60m穹顶气膜钢筋混凝土筒仓结构和不同荷载作用下的筒仓受力和变形,采用“三层板”模型计算了壳体配筋。与传统筒仓施工方法相比,简化了施工过程,节省了工时,降低了工程造价。
The paper introduces advanced construction technology for reinforced concrete silo using inflated forms,analyzes the force and deformation of 60m diameter dome air film reinforced concrete silo developed by our company under different loads,and uses the three-layer slab model to calculate the shell Reinforcement.Compared with the traditional silo construction method,it simplifies the construction process,saves man-hours and reduces the project cost.
作者
吴灵宇
徐高翔
邱国志
WU Lingyu;XU Gaoxiang;QIU Guozhi(Tianjin Cement Industry Design&Research Institute Co.,Ltd.,Tianjin 300400,China;Department of Civil Engineering,Shanghai Jiaotong University,Shanghai 200240,China)
出处
《水泥技术》
2020年第4期31-37,共7页
Cement Technology
关键词
气膜钢筋混凝土筒仓
层板模型
传统施工
工程造价
reinforced concrete silo using inflated forms
layer plate model
traditional construction
project cost