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      双线盾构隧道下穿铁路路基和侧穿铁路框架桥影响研究

      Study on influence and protection measures of double-line shield tunnel under railway bed and side-crossing railway frame bridge

      • 摘要: 为分析城市轨道交通双线盾构下穿铁路路基、近距离侧穿铁路框架桥对既有铁路的影响,保障铁路运营安全,以武汉地铁12号线十里铺站—汉钢站区间下穿铁路干线为例,运用理论分析+数值模拟的方法分析了盾构施工对铁路路基的影响范围,探究了地面加固对铁路路基及框架桥的保护效果。结果表明:①双线盾构隧道下穿铁路路基的主要影响范围约77 m,一般影响区(约20 m)位于主要影响区两侧,而轻微影响区位于一般影响区以外约30 m区域;②经地面注浆加固后,铁路路基和框架桥在盾构下穿施工后的最大变形分别为2.78 mm和2.27 mm,地面注浆可有效控制铁路路基及框架桥的变形;③注浆加固施工应重点关注铁路路基两侧基底和框架桥与盾构隧道之间的土体。

         

        Abstract: The influence of double-line shield tunnel of urban rail transit under railway bed and close-distance side-crossing railway frame bridge was explored, and the protection measures of railway were analyzed to ensure the safety of railway operation.This paper took the under-passing railway trunk lines in the Shilipu-Hangang Tunnel Section of Wuhan Metro Line 12 as an example, the influence range of shield construction on railway bed and the protection effect of ground reinforcement on railway bed were explored by the method of theoretical analysis+numerical simulation.The results demonstrated that: ① The main influence range of double-line shield tunnel under-passing railway bed was about 77 m.The general influence area (about 20 m) was located on both sides of the main influence area, and the slight influence area was located about 30 m outside the general influence area.② The maximum deformation of railway bed and frame bridge after shield tunneling was 2.78 mm and 2.27 mm respectively after ground grouting reinforcement.Ground grouting could effectively control the deformation of railway bed and surrounding frame bridge.③ In grouting reinforcement construction, attention should be paid to the foundation on both sides of the railway bed and the soil between the frame bridge and the shield tunnel.

         

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