摘要
介绍了樟林大桥V型墩采用的施工方法。根据施工方案,对模拟施工阶段内力状态和成桥时内力状态进行计算,结果表明V型墩施工阶段与正常使用极限状态下内力均能满足要求。
This paper introduces construction method of Zhanglin bridge V type pier and calculates internal forces in simulated construction stages and completed stage. Calculation results show that interal forces of V type pier in construction stages and service ability limit state can satify requirement.
出处
《现代交通技术》
2011年第1期53-56,共4页
Modern Transportation Technology
关键词
桥梁工程
V型墩
平衡法
受力分析
bridge engineering
V type pier
balance method
stress analysis
