摘要
以风荷丽景基坑工程为依托,通过对比分析现场施工数据与理论计算结果,研究了鱼腹梁钢支撑支护对基坑变形的控制效果,论证了钢支撑与混凝土支撑结合使用的可行性,并探讨了温度对钢支撑内力的影响程度,为装配式鱼腹梁进一步的研究和应用提供理论和技术支持。
Taking Fenghelijing foundation engineering as the orientation,through comparatively analyzing in-situ construction data and theoretical calculation results,the paper studies the control effect of lenticular beam steel bearing four foundation deformation,discusses the feasibility of integrity steel bearing with concrete support,and explores the influential degree of temperature upon steel bearing internal-force,which has provided theoretical and technical support for further studying and applying assembly-style lenticular beam.
出处
《山西建筑》
2016年第17期68-70,共3页
Shanxi Architecture
关键词
基坑支护
鱼腹梁
钢支撑
水平位移
监测数据
foundation support
lenticular beam
steel bearing
horizontal displacement
monitoring data
