无支架施工的系杆拱桥吊杆索力优化
张国泉 徐 雷
(同济大学桥梁工程系 闵行区公路管理署)
摘要:本文结合蕴藻浜大桥施工过程,吊杆索力调整的计算和实施,采用平面有限元模型对其进行索力调整计算,探讨了吊杆调索方法及运用“桥梁博士”进行索力调整的方法,可为以后系杆拱桥的设计施工提供实用参考意义。
关键词:系杆拱;吊杆;调索;索力影响矩阵;目标索力
ZHANG Guo-quan;XU Lei
Abstract: Yunzaobang Bridge is referred to calculation and construction of adjustment of tensioning force of suspenders. Calculations are achieved by establishing plane finite element models. Technology of adjustment and methods of adjustment using Bridge Doctor program are discussed to supply references to design and construction of tied arch bridges.
Keywords: tied arch bridge, suspender, adjustment, force matrix of tendons, target forces of tendons