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重庆大佛寺长江大桥为一座主跨 450 m的预应力混凝土斜拉桥 ,介绍了该桥主塔墩嵌固式承台大体积混凝土施工 ,分析了混凝土裂缝产生的机理 ,提出了防止温度裂缝产生的监控措施。
The Dafosi Changjiang River Bridge in Chongqing is a prestressed concrete cable-stayed bridge with a span of 450 m. The construction of large-volume concrete for the captive pier of the main pylon of the bridge is introduced. The mechanism of concrete cracks is analyzed. Preventing the occurrence of temperature cracks Monitoring measures.