腊八斤特大桥主桥为连续刚构,采用钢管混凝土叠合柱桥墩(由4根外侧包裹钢筋混凝土的钢管混凝土柱组成,柱之间采用钢筋混凝土腹板连接,桥墩为内部空心结构),最高桥墩高182.64m。为给高墩的施工及质量控制提供理论依据,采用ABAQUS和MIDAS软件对高墩进行屈曲和受力分析,研究墩顶施工偏差和支撑对高墩极限承载力的影响。结果表明:桥墩极限承载力随墩顶施工偏差的增大而不断减小;横撑和斜撑对高墩的整体稳定极限承载力影响较小。为减少施工过程对桥墩极限承载力的影响,保证墩身线形和施工质量满足要求,研究了高墩施工技术,即采用全站仪和激光垂准仪开展高墩中心、垂直度及高程监测,采用高抛免振捣、对角线对称浇筑混凝土和钢结构高空吊装等施工技术。实桥应用表明,实际累计施工偏差约为0.072m,满足施工过程中高墩线形及其它质量控制要求。
The main bridge of Labajin Bridge is a continuous rigid-frame structure ,the piers a-dopt the concrete-filled steel tubes and reinforced concrete composite columns (a column is formed of four concrete-filled steel tubes that are externally encased with reinforced concrete ,the four steel tubes are linked to each other by reinforced concrete webs and the overall column is hollow in-side .) ,with the highest pier rising to 182 .64 m .To provide theoretical reference for the construc-tion and quality control of high-rise piers ,the ABAQUS and MIDAS software were used to analyze the buckling and load bearing condition of the concrete-filled steel tubular composite columns to study the impact of pier-top construction difference and supporting on the ultimate load bearing ca-pacity of high-rise piers .The results of the study showed that the ultimate load bearing capacity of piers gradually reduced as the construction deviation on pier tops increased .T ransverse struts and oblique struts ha