首页> 外文会议>International Conference on Civil Engineering and Material Engineering >Research on Monitoring and Control for Suspender Cable Tension of Half-through Concrete Filled Steel Tube Arch Bridge
【24h】

Research on Monitoring and Control for Suspender Cable Tension of Half-through Concrete Filled Steel Tube Arch Bridge

机译:半透混凝土钢管拱桥悬挂电缆张力监测与控制研究

获取原文

摘要

The measurement accuracy of the cable tensions in the hanger rods of concrete filled steel tube arch bridges is important for the correct evaluation of bridges condition. Based on Jinpan Bridge-a half through concrete filled steel tube arch bridge with 80 m span in Tiantai, it was put forward the vibration frequency method for testing and evaluate suspender tensions with the help of analysis vibration characters of the suspender. The precision of cable force calculation formula was verified after comparing the practical tension with the designed tension obtained from tension jack method. Then, according to the test results and values predicted by the presented cable force calculation formula, the cable tensions were adjusted. Cable tension test results in the finished bridge show that this method is feasible.
机译:混凝土填充钢管拱桥悬挂杆的电缆紧张局势的测量精度对于桥梁的正确评估非常重要。基于金潘桥梁的一半通过混凝土填充钢管拱桥,凭借80米跨度,借助吊带分析振动特征,提出了试验和评估悬浮剂张力的振动频率方法。在将实际张力与从张力插孔方法获得的设计张力进行比较之后,验证了电缆力计算公式的精度。然后,根据所呈现的电缆力计算公式预测的测试结果和值,调整了电缆张力。电缆张力试验结果在成品桥中表明这种方法是可行的。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号