泥质粉砂岩地层泥水盾构防止刀盘结泥饼针对性改进

Clay Cake Prevention for a Slurry Shield Cutterhead in Argillaceous Siltstone Stratum

  • 摘要: 文章以南昌市轨道交通 1号线泥水盾构工程为背景,针对泥质粉砂岩地质条件下盾构施工过程中出现的掘进参数异常(平均掘进速度为 6~10 mm/min,刀盘最大扭矩达到 3 200 kN·m)、刀盘结泥饼、碴土结泥团等不良现象,从刀盘开口率设计、刀具布置及刀高设置优化等方面进行了刀盘刀具配置针对性设计,以降低出现结泥饼现象的可能性;同时,在分析泥水盾构冲刷系统工作原理的基础上,结合地质特点,对原冲刷系统进行了改造与优化分析。工程应用结果表明,改进后盾构掘进速度能够达到 20 mm/min,总扭矩能被控制在 2 000 kN·m以内,满足了工程施工需求。

     

    Abstract: Aiming at the problems of abnormal driving parameters (the average advance rate is 6~10 mm/min. and the max. torque of a cutterhead is up to 3 200 kN·m) and the formation of clay cakes and mud pies during shield construction in argillaceous siltstone stratum, a specific design for the configuration of the cutterhead and cutting tools is proposed in terms of the cutterhead opening ratio, cutting tool layout and cutter height optimization based on the Nanchang rail transit line 1 in order to reduce the possibility of developing a clay cake. Based on an analysis of the operating principles of the slurry shield flushing system, an optimized design scheme is put forward by taking the geological characteristics into consideration. The engineering application results show that the advance rate of an optimized shield can reach 20 mm/min. and the total torque can be controlled within 2 000 kN·m, which meets the requirements for engineering construction.

     

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