曲线钢桁梁斜拉桥转体施工技术
作者简介:
王东旭,总工程师,正高级工程师,E⁃mail:wangdongx@crecg. com
作者单位:
中铁六局集团有限公司,北京 100036
摘要:
国道 109 新线高速公路安家庄特大桥上跨丰沙铁路桥地处山区河谷,建设环境恶劣,施工技术难度极高,曲线钢桁梁斜拉桥横桥向不对称偏心显著,拼装过程中易受水平力作用发生偏移,梁体重心持续动态转换,给桥梁体系转换及墩顶转体稳定性控制带来巨大技术挑战与施工风险. 通过在墩顶节点设置悬拼临时墩与墩顶转体系统,依托大偏心配重三点支撑技术提升转体稳定性,同时融合 BIM 技术开展参数建模核查、工况模拟推演,优化安装工艺流程,强化施工过程监控,最终顺利实现双幅曲线钢桁梁斜拉桥高空墩顶体系转换与转体施工.

English:
The Anjiazhuang Bridge of the National Highway 109 New Line Expressway is located in themountainous valley of the Fengsha Railway Bridge. The construction environment is harsh and theconstruction technology is extremely difficult. The transverse asymmetric eccentricity of the curved steeltruss cable⁃stayed bridge is significant. During the assembly process, it is easy to be offset by thehorizontal force, and the center of gravity of the beam is continuously and dynamically converted, whichbrings great technical challenges and construction risks to the bridge system conversion and the stabilitycontrol of the pier top rotation. By setting up a cantilever temporary pier and a pier top rotation system atthe pier top node, the rotation stability is improved by relying on the three⁃point support technology oflarge eccentric counterweight. At the same time, BIM technology is integrated to carry out parametermodeling verification, working condition simulation and deduction, optimize the installation process flow,and strengthen the construction process monitoring. Finally, the high⁃altitude pier top system conversionand rotation construction of double⁃curved steel truss girder cable⁃stayed bridge are successfully realized.