Present status and prospect of shield machine automatic control technology

被引:0
|
作者
Liu X. [1 ,2 ]
Shao C. [1 ]
机构
[1] Institute of Advanced Control Technology, Dalian University of Technology
[2] School of Computer and Communication Engineering, Liaoning Shihua University
关键词
Cooperative control; Earth pressure balance; Posture; Shield machine; Tunneling system;
D O I
10.3901/JME.2010.20.152
中图分类号
学科分类号
摘要
Shield machine is a kind of special engineering equipment which is used for underground construction such as tunnel excavation. Because of the uncertainties of geological and working conditions and the high complexity of the tunneling equipment, the construction security problem is still an international major technical challenge. To prevent the disastrous accident such as ground collapse, and make shield tunneling secure and highly efficient, fully automated and intellectualized construction process is the inevitable trend of shield technology development. The shield development status is briefly introduced, and then the research progress and current status of the automatic control technology for tunneling system as well as shield postures are discussed in detail. Combining with project practice and future development trend, the problems concerning control model and control strategy, dynamic programming of motion trajectory and posture control, integration and optimization of control system are analyzed, and improvement suggestions are given. Especially, for the multiple subsystems control with respect to cutter head system, thrust system and screw conveyor system, a cooperative control strategy is proposed. © 2010 Journal of Mechanical Engineering.
引用
收藏
页码:152 / 160
页数:8
相关论文
共 67 条
  • [1] Yang H., Gong G., Research on development strategy of shield tunneling machine, Proceedings of Shanghai International Tunnel Conference, pp. 339-346, (2003)
  • [2] Tanaka S., Terada Y., Automatic detection and characterization of anomalous objects in shield tunneling method, Proceedings of the 20th International Conference on Industrial Electronics, Control and Instrumentation, pp. 810-815, (1994)
  • [3] Melis M., Medina L., Rodriguez J.M., Prediction and analysis of subsidence induced by shield tunneling in the madrid metro extension, Canadian Geotechnical Journal, 29, pp. 1273-1287, (2002)
  • [4] Michael J.K., Monitoring ground deformation in tunneling: Current practice in transportation tunnels, Engineering Geology, 79, pp. 93-113, (2005)
  • [5] Mashimo H., State of the road tunnel safety technology in Japan, Tunneling and Underground Space Technology, 17, pp. 145-152, (2002)
  • [6] Grandori R., De B.A., Busillo A., Et al., Turin metro system-operation of EPB-TBMs beyond the limits of this technology, Felsbau, 21, 6, pp. 34-42, (2003)
  • [7] Shin H.S., Kwon Y.C., Jung Y.S., Methodology for quantitative hazard assessment for tunnel collapses based on case histories in Korea, International Journal of Rock Mechanics and Mining Sciences, 46, 6, pp. 1072-1087, (2009)
  • [8] Flint G.R., Tunneling using earth pressure balance machine for the boucle spine sewers of the greater cairo wastewater project, Tunneling and Underground Space Technology, 7, 4, pp. 415-424, (1992)
  • [9] Lewis R., The changing face of the TBM, Tunnels and Tunneling, 5, pp. 35-37, (1994)
  • [10] Challenges and changes: Japan's tunneling activities in 1988-Part1, Tunneling and Underground Space Technology, 2, 4, pp. 215-223, (1989)