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多环阵列超薄传感器桥梁支座损伤监测技术

Damage Monitoring Technology of Bridge Bearings Based on Multi-ring Array Ultra-thin Sensors

  • 摘要: 针对传统桥梁支座监测技术存在的安装复杂、测量精度低、系统集成度差等问题,本研究提出了一种基于多环阵列超薄传感器的桥梁支座损伤监测评估技术。该技术采用内环、中环、外环同轴同心水平嵌套的三环式弹性体结构,整体厚度仅24 mm,可实现免改造安装。通过12个传感组对称布置于支座四个象限区域,形成全方位监测网络。监测系统集成数据采集传输模块、边缘计算模块和云端交互模块,实现数据的实时采集、预处理和远程监控。评估方法基于多参数综合评估模型,结合荷载分布偏差、变形角度及脱空面积等指标,建立了四级病害等级判定标准。试验数据表明,该技术的偏载测量误差从传统技术的15%降至5%以内,综合测量精度达到0.5%~2% FS,脱空识别精度±5%,预警响应时间小于10 s。该技术在市政桥梁和公路桥梁的支座监测中具有广阔的应用前景。

     

    Abstract: Aiming at the problems of complex installation, low measurement accuracy and poor system integration of traditional bridge bearing monitoring technologies, this study proposes a bridge bearing damage monitoring and evaluation technology based on multi-ring array ultra-thin sensors. The technology adopts a three-ring elastic structure with inner ring, middle ring and outer ring nested horizontally concentrically, with an overall thickness of only 24 mm, which can realize zero-modification installation. Twelve sensor groups are symmetrically arranged in the four quadrants of the bearing to form an all-round monitoring network. The monitoring system integrates data acquisition and transmission module, edge computing module and cloud interaction module to realize real-time data acquisition, preprocessing and remote monitoring. The evaluation method is based on a multi-parameter comprehensive evaluation model, combining indicators such as load distribution deviation, deformation angle and void area, and establishes a four-level disease grade judgment standard. Test data show that the eccentric load measurement error of this technology is reduced from 15% of traditional technology to less than 5%, the comprehensive measurement accuracy reaches 0.5%~2% FS, the void identification accuracy is ±5%, and the early warning response time is less than 10 seconds. This technology has broad application prospects in the bearing monitoring of municipal bridges and highway bridges.

     

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