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通过对无碴轨道结构进行简单介绍分析,针对旭普林无碴轨道过渡段的特点,指出其结构存在的特殊性可能导致施工的殊多隐患,并提出了一系列相应的处理措施,以便指导工程设计。
Based on the brief introduction and analysis of the ballastless track structure, in view of the characteristics of the transitional section of the ballastless track in the Asperbury, it is pointed out that the particularity of its structure may lead to a great deal of hidden dangers in construction and a series of corresponding measures are proposed to guide engineering design.