大跨度拱桥变截面吊杆索力的分析与识别  

Analysis and Identification on Cable Forces of in Variable Cross-section Suspenders of Long-span Arch Bridge

作　　者：彭玮 闵劲峰 杨允表 董书鸣 宋纲武 PENG Wei;MIN Jinfeng;YANG Yunbiao;DONG Shuming;SONG Gangwu

机构地区：[1]上海城投航道建设有限公司,上海市200441 [2]上海城建市政工程(集团)有限公司,上海市200065 [3]上海科路土木工程咨询有限公司,上海市200433

出　　处：《城市道桥与防洪》2023年第6期66-69,M0009,共5页Urban Roads Bridges & Flood Control

摘　　要：上海亭枫公路跨平申线航道的三跨30 m+120 m+30 m连续钢桁架拱桥采用变截面吊杆,其施工过程索力的准确识别具有一定的技术难度,需要有效的理论分析结合实际工程经验来解决。利用等截面吊杆索力的计算公式,结合SAP2000变截面吊杆有限元模型的参数分析结果,推导出不同规格的吊杆基准等效长度。根据吊杆基准等效长度和实测频率,采用一端固定、一端铰接的索力计算公式计算索力,并与相应阶段的设计索力进行比较,可以得到主桥吊杆索力基本符合设计要求。The variable cross-section suspenders are adopted for the three-span(30m+120m+30m)continuous steel truss arch bridge in Tingfeng Highway crossing the channel of Pingshen Line in Shanghai.Its accurate identification of cable forces in the construction process has certain technical difficulties,which needs the effective theoretical analysis and practical engineering experience to solve.By using the calculation formulae of cable force for constant-section suspenders and combined with the parameter analysis results of variable cross-section suspenders by SAP2000 finite element model,the benchmark equivalent length of different specifications of suspenders is derived.According to the benchmark equivalent length and measured frequency of suspenders,the cable forces are calculated by the cable force calculation formula with one end fixed and one end hinged,and compared with the design cable forces at the corresponding stage,which can be concluded that the cable forces in suspenders of main bridge basically meet the design requirements.

关 键 词：大跨度拱桥 变截面吊杆 索力计算公式 SAP2000有限元模拟 吊杆基准等效长度 

分 类 号：U448.22[建筑科学—桥梁与隧道工程]