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李守巨, 陈禹臻, 曹丽娟, 上官子昌. 土压平衡盾构机密封舱压力控制机理模型研究[J]. 岩土工程学报, 2011, 33(zk1): 34-38.
引用本文: 李守巨, 陈禹臻, 曹丽娟, 上官子昌. 土压平衡盾构机密封舱压力控制机理模型研究[J]. 岩土工程学报, 2011, 33(zk1): 34-38.
LI Shou-ju, CHEN Yu-zhen, CAO Li-juan, SHANGGUAN Zi-chang. Mechanism model of pressure control of headchamber in earth-pressure- balanced shield tunneling[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 34-38.
Citation: LI Shou-ju, CHEN Yu-zhen, CAO Li-juan, SHANGGUAN Zi-chang. Mechanism model of pressure control of headchamber in earth-pressure- balanced shield tunneling[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 34-38.

土压平衡盾构机密封舱压力控制机理模型研究

Mechanism model of pressure control of headchamber in earth-pressure- balanced shield tunneling

  • 摘要: 对盾构机掘进过程中的力学平衡问题进行了解析分析,建立了盾构机油缸推力与掘进阻力的平衡方程。考虑到盾构机与土体之间的耦合作用,建立了新的密封舱压力控制机理模型,提出了密封舱压力优化控制算法。数值仿真结果表明,如果单独控制螺旋输送机的转速调整密封舱的压力,大约需要 20 s 时间将密封舱压力控制到给定值;而同时控制螺旋输送机的转速和盾构机推力调整密封舱的压力,仅仅需要 10 s 时间就可将密封舱压力控制到给定值。所提出新的模型的有效性和精确性通过数值仿真进行了验证。

     

    Abstract: The mechanical equilibrium problem in shield tunneling is analytically analyzed. The equilibrium equation between thrust force of shield machine and tunneling resistance is proposed. Taking account of the coupled reaction between shield machine and soils, a new mechanism model for controlling the earth pressure acting on the headchamber is presented. The optimal procure is developed for controlling the earth pressure acting on the headchamber. The numerical simulation shows that the controlling time will take about 20 s while the rotation speed of screw conveyor is singly adjusted, and the controlling time will take about 10 s while the rotation speed of screw conveyor and thrust force are simultaneously adjusted. The effectiveness and preciseness of the proposed model are verified by numerical results.

     

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