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随着波形钢腹板组合箱梁桥技术的不断革新和成熟,国内相继建成了江苏淮安长征桥、河南光山县泼河大桥、山东东营银座桥、河北邢台守敬路桥、河南鄄城黄河大桥等,波形钢腹板组合箱梁桥逐步由中小跨径桥梁向大跨度桥梁发展。笔者结合工程实践对该结构体系施工中所遇到的问题进行初步探讨,以求进步优化其结构设计及施工方法。
With the continuous improvement and maturation of the corrugated steel web composite box girder bridge technology, the Huaian Changzheng Bridge in Jiangsu Province, the Po River Bridge in Guangshan County of Henan Province, the Ginza Bridge in Dongying, Shandong Province, the Shoujing Bridge in Xingtai of Hebei Province, the Huanghe River Bridge in Henan Juancheng, etc. , Corrugated steel web box girder bridge gradually by the small and medium-span bridges to the long-span bridge development. The author of the construction system with the engineering practice of the problems encountered in a preliminary discussion, in order to further optimize the structural design and construction methods.