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Study on undercrossing existing metro station and bridge with extending footings construction scheme of metro

机译:地铁立脚扩展方案下穿越现有地铁车站和桥梁的研究

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Constrained by Beijing subway line 2 Chaoyangmen station, the Chaoyangmen-Dongdaqiao interval tunnel of Beijing metro line 6 is subdivided into the eastern burying mining part, the western burying mining part and the connecting tunnels part. This interval tunnel closes to the existing Chaoyangmen subway station and Chaoyangmen Bridge. The connecting tunnels with small clear space are shallow-buried and near the existing structures, the construction is hard and high-risk. In order to coordinate with construction, different construction methods are simulated by three-dimensional finite element software MIDAS-GTS. Based on the analysis, an optimized construction scheme that excavate from both sides of the tunnel and make horizontal jet-grouting piles from both sides of the existing station is proposed. The research results can provide theoretical support for the design and construction of the tunnel.
机译:受北京地铁2号线朝阳门站约束,北京地铁6号线朝阳门至东大桥区间隧道又分为东部埋藏采矿部分,西部埋藏采矿部分和连接隧道部分。该区间隧道关闭了现有的朝阳门地铁站和朝阳门大桥。净空较小的连通隧道埋藏较浅,靠近既有建筑物,施工难度大,风险高。为了与施工协调,通过三维有限元软件MIDAS-GTS模拟了不同的施工方法。在分析的基础上,提出了从隧道两侧开挖并在既有车站的两侧制作水平旋喷桩的优化施工方案。研究结果可为隧道的设计和施工提供理论支持。

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