桥梁高墩滑模施工偏扭承载力验算及稳定性分析

The Analysis of Checking Calculation and Stability of Bearing Capacity for Bridge High-pier Slipform Construction Partial Torsion

就高速公路大跨桥梁高墩在滑模施工中发生的偏扭现象进行了原因分析,并对其发生偏扭后的承载能力及稳定性进行了详细分析和验算,最后提出了处理意见。

This paper analyzed the reason of partial torsion phenomenon for the highway long-span bridges high-pier in the construction of slipform,also had detailed analysis and checking calculation for the bearing capacity and the stability after its partial torsion,and finally put forward some suggestion.