摘要
以常庄干渠高架桥为背景,结合波形钢腹板箱梁桥和顶推法施工的特点,采用MIDAS Civil进行有限元仿真计算,对该类型桥梁的施工及监控技术展开研究,结果表明:波形钢腹板箱梁桥运用顶推法施工能够很好的应用于跨渠道桥梁的建设中。
Taking Changzhuang Main Canal Viaduct as a background, combined with characteristics of corrugated steel web box girder bridges and push-in construction, the article takes MIDAS Civil to be finite element simulation calculation and carries out studying the construction and monitoring technology of this type of bridge. The results showed that the use of push-up construction for web box girder bridges can be well applied in the construction of cross-channel bridges.
作者
陈芙蓉
杨顺生
Chen Furong,Yang Shunsheng(1. Xinjiang Uygur Autonomous Region Hydropower Investigation and Design Institute, Ministry of Water Resources Urumqi 830000, Xinjiang;2. School of Civil Engineering, Southwest Jiaotong University Chengd)
出处
《陕西水利》
2018年第3期148-151,共4页
Shaanxi Water Resources
关键词
波形钢腹板
顶推施工
施工监控
Corrugated steel web
jacking construction and construction monitoring
