摘要
主要介绍广东佛山新西安亭大桥主桥上部0#、1# 块段施工,箱梁与墩身的临时固结、解除,箱梁的悬臂施工及挠度的观测控制所采取的施工技术措施优化。
The paper introduces mainly the construction of No.0 and number 1 sectors of superstructure of the main bridge, the temporary consolidation and removal of box beam and pier shaft, the cantilever construction of box beam and the optimum of construction technical measure used for deflection observation and control for Xinxi Anting Bridge in Fushan City of Guandong Province.
出处
《城市道桥与防洪》
2005年第2期91-94,共4页
Urban Roads Bridges & Flood Control
关键词
连续箱梁桥
施工
技术措施优化
佛山市
continuous box beam bridge, construction, optimum of technical measure, Fushan City
