摘要
依据沈阳地铁凌西站的相关工程地质资料,对地铁车站施工过程的临时路面体系进行荷载设计分析,构件位移变形计算及军用梁布置方案优化。主要包括军用梁的选取,布置间距,路面板选型,军用梁与桩顶冠梁连接方式的选取,荷载布置方式的确定,应力变形计算等。
Taking the relevant geological engineering data of Shenyang Subway Lingxi Station as engineering background, the temporary road system of the subway station was loaded deformation calculation and optimization of military beam arrangement. The main contents of the temporary pavement system design includes determining selection, arrangement of military load beam internal force deformation calculation.
作者
徐曼
陈玮
李金强
孙永超
时稳重
XU Man CHEN Wei LI Jinqiang SUN Yongchao SHI Wenzhong(China Construction Municipal Engineering Corporation Limited, Beijing 100171, China~)
出处
《施工技术》
CAS
北大核心
2017年第13期128-131,共4页
Construction Technology
关键词
地铁
车站
盖挖顺作法
军用梁
路面体系
subways
stations
cover excavation method
military beam
road surface system
