Based on the experimental data and analysis, temperature, temperature stress and temperature crack mechanism of the concrete sidewall of metro station with iterative structure are studied, and the crack control measures are put forward.

• 摘要依据实验研究教据和理论分析，对地铁叠合结构车站侧墙混凝土的温度、温度应力和温度致裂机理进行研究，从温度控制的角度提出裂缝控制措施。