摘要
广州市某立交桥为两联现浇钢筋混凝土连续箱梁,经过多年的运营,该桥两联梁体相接处出现了比较严重的错位。通过桥梁检测,确定了错位产生的原因,并对该桥加固方案进行了计算,根据计算结果优化了加固施工方案。
A certain interchange bridge in Guangzhou City is a two-link in-situ reinforced concrete continuous box beam bridge. After operation for many years the bridge occurs more serious staggering at the connection place of two-link bean body. Through the bridge examination the cause for the staggering is determined and consolidation option for the bridge is calculated. According to the calculation result the construction option for consolidation is optimized.
出处
《城市道桥与防洪》
2005年第3期44-46,共3页
Urban Roads Bridges & Flood Control
关键词
桥梁检测
加固
计算
广州市
bridge examination, consolidation, calculation, Guangzhou City
