摘要
结合具体工程,对钢管混凝土劲性骨架拱桥的施工控制进行了分析研究,通过理论值与实测的对比,说明该桥施工方案合理可行,为今后同类桥型的施工控制提供相关依据。
Combined with the engineering,concrete-filled steel tube skeleton stiff arch bridge construction control analysis of the theoretical value and the measured contrast,the bridge construction plan reasonable and feasible for future similar type of bridge construction control provide relevant basis.
出处
《山西建筑》
2008年第16期325-326,共2页
Shanxi Architecture
关键词
拱桥
劲性骨架
施工控制
arch bridge,stiffness skeleton,construction control
