摘要
针对某高校风雨操场屋盖设计为现浇钢筋混凝土桁架与板组合的大跨度和高空间结构形式,采用了扣件式钢管脚手架作为高大模板支撑体系,分析了全过程中需要监控的重点,为今后类似工程的监控起到借鉴作用。
A large-scale and high-space structure of cast-in-place reinforced concrete truss and plate is designed by the roof in this paper. The steel tubular scaffold with couplers is adopt as the high formwork support system, the focal points of the whole process monitoring is analyzed, to be used for reference in similar engineering in the future.
出处
《山西建筑》
2017年第17期190-192,共3页
Shanxi Architecture
关键词
高大模板支撑体系
钢筋混凝土桁架
地基承载力
水平位移
high formwork support system, reinforced concrete truss, bearing capacity of foundation, horizontal displacement