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本文以设计时速350km/h的广深港铁路客运专线广深段沙湾特大桥1-112m钢管混凝土提篮拱桥为例,介绍了提篮拱桥拱肋钢管混凝土灌注施工技术及施工过程对应力和变形的监控和分析。
Taking the 1-112m CFST arch-bridge of Shawan Bridge at Guangshen-Hongkou Section of Guangzhou-Shenzhen-Hong Kong Expressway, an expressway with a design speed of 350km / h as an example, the construction technology of concrete-filled steel tubular arch for the arch rib arch bridge and the stress and deformation Monitor and analyze.