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隧道建设(中英文) ›› 2024, Vol. 44 ›› Issue (11): 2257-2270.DOI: 10.3973/j.issn.2096-4498.2024.11.016

• 施工技术 • 上一篇    下一篇

Research on Self-Adaptive Control of Shield Posture Based on Thrust Vector Technology(基于推力矢量技术的盾构掘进姿态自适应控制方法研究)

朱叶艇1, 2, 毕湘利3, 张子新4 *, 朱雁飞1, 秦元1, 王浩1, 潘成杰5   

  1. (1. 上海隧道工程有限公司, 上海 200032; 2. 上海城建隧道装备有限公司, 上海 2001373. 上海申通地铁集团有限公司, 上海 201103 4. 同济大学地下建筑与工程系, 上海 200092;  5. 沪宁城际铁路股份有限公司, 江苏 南京 210015)
  • 出版日期:2024-11-20 发布日期:2024-12-12
  • 作者简介:朱叶艇(1987—),男,浙江绍兴人,2017年毕业于同济大学,隧道及地下建筑工程专业,博士,正高级工程师,主要从事盾构隧道施工新技术与智能装备研发工作。E-mail: zhuyeting@stecmc.com。*通信作者: 张子新, E-mail: zxzhang@tongji.edu.cn。

Research on Self-Adaptive Control of Shield Posture Based on Thrust Vector Technology

ZHU Yeting1, 2, BI Xiangli3, ZHANG Zixin4, *, ZHU Yanfei1, QIN Yuan1, WANG Hao1, PAN Chengjie5   

  1. (1. Shanghai Tunnel Engineering Co., Ltd., Shanghai 200032, China; 2. Shanghai Urban Construction Tunnel  Equipment Co., Ltd., Shanghai 200137, China; 3. Shanghai Shentong Metro Co., Ltd., Shanghai 201103, China;  4. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 5. Shanghai-Nanjing Intercity Railway Co., Ltd., Nanjing 210015, Jiangsu, China)
  • Online:2024-11-20 Published:2024-12-12

摘要: 为解决盾构驾驶人员技术水平参差不齐造成隧道轴线施工质量波动的问题,提出一种基于推力矢量技术的盾构掘进姿态自适应控制方法,从整体逻辑架构设计、纠偏运动路径规划、姿态控制策略与方法3个方面对本技术进行全面阐述,并通过在上海沪通铁路吴淞口越江隧道工程项目的示范应用,得出以下结论: 1)由于推进油缸目标压力执行情况良好,盾构实际总推力与目标值之间保持较优的协同关系,盾构掘进速度整体稳定; 2)盾构总推力水平力矩目标值和实际值高度一致,受覆土厚度和地质条件变化影响,垂直力矩目标值略大于实际值,以保持高程方向上良好的姿态调整能力; 3)水平和高程2个方向上,盾构总推力作用点与盾构姿态表现出“冰糖葫芦型”显性交互特征,盾构姿态可纠、可控。

关键词: 推力矢量技术, 盾构掘进姿态, 自适应控制, 路径规划, 工程应用

Abstract: A selfadaptive control method for the shield posture based on the thrust vector technology is proposed, in order to solve the problem of the fluctuations in the tunnel axis caused by the shield drivers. The control method is comprehensively elaborated from three aspects: the overall logic structure design, the rectifying movement path planning, and the shield posture control strategy and methods. The control method is applied in the construction of the Wusongkou river-crossing tunnel on Shanghai-Nantong railway, and conclusions drawn are as follows: (1) Due to the good execution of the target pressure of the propulsion cylinders, a good collaborating relationship between the target total thrust and the actual total thrust is observed, and the shield has a stable advancing speed. (2) The target horizontal moment of the total thrust and the actual horizontal moment of the total thrust are highly consistent; however, due to the influence of the overburden thickness and the geological conditions, the target vertical moment of the total thrust is slightly higher than the actual vertical moment of the total thrust so as to maintain good shield posture adjustment capability in the vertical direction. (3) The relationship between the acting point of the total thrust and the posture of the shield in the horizontal direction and in the vertical direction roughly takes a "sugar-coated haws"-shaped feature, the deviation of the shield posture can be rectified and the shield posture can be controlled.

Key words: thrust vector technology; shield posture, self-adaptive control, path planning, engineering application