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Load characteristics study with a multi-coupling dynamic model for TBM supporting system based on a field strain test

机译:基于现场应变测试的TBM支持系统多耦合动态模型的负载特性研究

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摘要

A multi-coupling dynamic model for the Tunnel Boring Machine (TBM)'s main support system was established with consideration of the open-type TBM closed chain support form and the multi degree of freedom (DOF) coupling relation. A multi-position dynamic strain test was carried out based on practical engineering. By using the data as a mark of the dynamic load at key parts of the system, the dynamic model was calibrated. Compared with the measured data, the error of the calculated strain values was less than 25%. The results calculated by this model show that the load of the system presents the characteristics of low frequency and periodicity. The transfer law of the load along the main structure was revealed, and the shield support and main thrust cylinder were determined as the main supporting parts that affected the unbalanced load of the key parts of the support system. The influence of the main support on the dynamic load of the main support structure was studied. This study provides a basis for the system's damage-resistant structural design and evaluation of the TBM performance in tunnel construction.
机译:建立了隧道镗床(TBM)主要支持系统的多耦合动力模型,考虑到开放式TBM封闭链支持形式和多程度的自由度(DOF)耦合关系。基于实际工程进行多位置动态应变试验。通过使用数据作为系统关键载量的动态负载的标记,校准动态模型。与测量数据相比,计算的应变值的误差小于25%。通过该模型计算的结果表明,系统的负载呈现低频和周期性的特性。揭示了沿主结构的负载的转移规律,并且屏蔽支撑和主推动缸被确定为影响支撑系统的关键部件的不平衡负荷的主要支撑部分。研究了主要支持对主要支撑结构的动态负荷的影响。本研究为系统抗损害结构设计和对隧道施工中TBM性能的评估提供了基础。

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