摘要
郑州曼哈顿广场一期梁式转换层施工存在梁截面大、配筋量大、节点钢筋密集、大体积混凝土等施工难度,通过优化设计方案,合理安装钢筋、严格控制混凝土浇筑和养护等技术措施,减少混凝土裂缝,确保转换层的施工质量。
There is a large beam section,reinforcement capacity,node steel-intensive,mass concrete and other construction difficulty in Manhattan Plaza Zhengzhou transtion stoty.We adopted some technical measures such timizing the design,the installation is reinforced,strict control of concrete pouring and curing,Reduce the concrete cracks,to ensure the construction quality of transtion stoty.
出处
《福建建筑》
2010年第12期64-67,共4页
Fujian Architecture & Construction
关键词
高层住宅
梁式转换层
支撑体系
钢筋安装
裂缝控制
High-rise building Girder transfer stoty Support system Reinforced instal Crack control