摘要
针对沈阳绕城高速公路东环后陵后堡公铁立交桥拆桥方案进行可行性研究,对原桥梁板拆除后的墩柱进行结构安全稳定性验算,并提出一些拆桥施工技术要求。
Feasibility research of removal scheme of Houlinghoubao road and railway overpass of East Ring of Shenyang Ring Expressway is performed,and check calculation of structure safety stability of pier column after removal of original bridge board is performed and some construction technology requirements for bridge removal are proposed.
出处
《北方交通》
2012年第3期64-66,共3页
Northern Communications
关键词
桥梁
拆桥
抗压承载力
施工技术要求
Bridge
Bridge removal
Flexural capacity
Construction technology requirements
