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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:基于现场应变试验的TBM支撑系统多耦合动力学模型载荷特性研究

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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:考虑到开放式TBM闭链支承形式和多自由度(DOF)耦合关系,建立了隧道掘进机(TBM)主支撑系统的多耦合动力学模型。基于实际工程进行了多位置动态应变测试。通过将数据用作系统关键部分的动态负载标记,可以对动态模型进行校准。与实测数据相比,计算值的误差小于25%。该模型计算的结果表明,系统的负载呈现出低频和周期性的特征。揭示了载荷沿主体结构的传递规律,确定了盾构支架和主推力缸作为影响支承系统关键部位不平衡载荷的主要支承件。研究了主支架对主支架结构动载荷的影响。该研究为系统的抗损伤结构设计和隧道施工中TBM性能评估提供了基础。

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