摘要
针对242省道临洪河特大桥工程施工中盖梁顶存在的两道裂缝,就相关的计算、有限元分析及观测等作了探讨,并对两道裂缝的成因作了调查分析,采取了相应的处理措施,以确保桥梁施工质量。
Against to two cracks existing in capping beam top during Linhong fiver super large bridge construction in 242 provincial road, it was discussed about related calculation, finite element analysis and observation. Two crack forming reasons were inspected and analyzed, and the corresponding measures were adopted, so as to guarantee bridge construction quality.
出处
《山西建筑》
2009年第23期332-333,共2页
Shanxi Architecture
关键词
桥梁
盖梁顶
裂缝
验算
处理措施
bridge, capping beam top, crack, checking calculation, treating measures
