首页> 外文期刊>Structural health monitoring >An online monitoring technology of tower foundation deformation of transmission lines
【24h】

An online monitoring technology of tower foundation deformation of transmission lines

机译:输电线路铁塔基础变形在线监测技术

获取原文
获取原文并翻译 | 示例
       

摘要

In this article, an online monitoring technology applied to transmission line towers is proposed to overcome the problems that the foundation deformation is difficult to find in the mining area, river, hillside, and other special areas. The measurement of the stress or the strain caused by the tower foundation deformation are rarely issued, though the tower status can be possibly assessed by the stress or the strain. A new online monitoring technology of tower foundation deformation of transmission lines is developed which consists of three parts. In the first part, the stress or the strain of the key elements is effectively analyzed under the different deformations such as foundation settlement, inclination, and side-slip with the tower finite element model built and the wind load and ice load applied on the tower. In the second part, the experimental platform of tower stress tests is set up, and the internal relations between the stress variation and the tower foundation deformation are determined. In the third part, the online monitoring technology of tower foundation deformation of transmission lines is developed based on fiber Bragg grating stress sensor and successfully applied in Jibei power grid in China. The results show that all the monitored stresses fluctuating with the wind speed are small in case that the condition of tower foundation is normal; on the contrary, the corresponding stresses will change greatly.
机译:本文提出了一种用于输电线路铁塔的在线监测技术,以解决在矿区,河流,山坡等特殊地区难以发现地基变形的问题。由塔基础变形引起的应力或应变的测量很少发布,尽管塔状态可以通过应力或应变来评估。开发了一种新的输电线路铁塔基础变形在线监测技术,该技术由三部分组成。在第一部分中,通过建立塔架有限元模型并在塔架上施加风荷载和冰荷载,有效地分析了关键要素的应力或应变,例如基础沉降,倾斜和侧滑等不同变形。 。第二部分,建立塔架应力测试实验平台,确定应力变化与塔架基础变形之间的内在联系。第三部分,基于光纤布拉格光栅应力传感器,开发了输电线路铁塔基础变形在线监测技术,并成功应用于中国冀北电网。结果表明,在塔基状态正常的情况下,随风速变化的所有监测应力均较小。相反,相应的应力将发生很大变化。

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