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昆明冶金高等专科学校学报 ›› 2025, Vol. 41 ›› Issue (05): 80-.DOI: 10.3969/j.issn.1009-0479.2025.05.013

• 环境保护与化工技术 • 上一篇    下一篇

FBG传感器在建筑基坑内支撑应变 监测中的试验研究

  

  1. 1.易普力 (新疆)矿山工程有限公司托克逊分公司,新疆 昌吉回族自治州 831100; 2.云南经济管理学院建筑工程学院,云南 昆明 650300;3.云南省保健康复中心,云南 昆明 65030
  • 出版日期:2025-10-01 发布日期:2026-03-25
  • 作者简介:刘俊轩 (1988-),男,云南昆明人,高级工程师,工学硕士,主要从事建筑基坑、工程爆破及岩土工程方面的施工与研究工作。
  • 基金资助:
    云南省科技厅科技惠民计划 “基于传感网络的建筑基坑远程实时监测及预警系统与示范工程研究” (2013CA015); 云南省教育厅科学研究基金项目 “城市复合地层环境下市政管道顶管施工技术研究与应用”(2025J1368)。

Experimental Study on Strain Monitoring of Interior Bracing inBuilding Foundation Pits Using FBG Sensors

  1. 1. EPR (Xinjiang) Mining Engineering Co. , Ltd, Changji Hui Autononous Pretecture 831100, China;2. School of Architectural Engineering, Yunnan College of Business Management, Kunming 650300, China;3. Yunnan Cadre Sanatorium, Kunming 650300, China
  • Online:2025-10-01 Published:2026-03-25

摘要: 为防止建筑基坑质量事故的发生,在基坑施工过程中需对关键部位进行应变监测成。本文对 FBG应变传 感器工作原理进行分析,并对其埋设传感器于建筑基坑的钢筋混凝土内支撑结构进行应变监测试验研究。试验方 法采用在内支撑的表面及上部、中部、下部几种不同的埋入位置对内支撑应变值进行量测,并联合传统的振弦式 应变传感器测量方法,对两种测试方法的试验数据进行处理和对比分析。监测结果显示内支撑的上部与中、下部 受力状态不同,上部受压,中部、下部受拉,测试结果与传统的振弦式应变传感器的测量结果具有较好的一致性。 试验结果表明,FBG应变计传感器与传统应变计相比可靠性和精度性更好,且能够在施工过程中实时监测,FBG 应变传感器用于监测建筑基坑内支撑的内力是可行的,但使用成本高,现场安装和维护要求更高。

关键词: FBG应变传感器, 振弦式应变传感器, 建筑基坑, 内支撑, 应变监测

Abstract: To prevent quality accidents of building foundation pits, it is necessary to monitor the strain ofkey parts during the foundation pit construction process. This paper analyzes the working principle ofFBC strain sensors and conducts experimental research on strain monitoring by embedding these sensorsin the reinforced concrete interior support structures of building foundation pits. The experimental methodinvolves measuring the strain values of the interior bracing at three different embedded positions: the up-per part, middle part, and lower part on the surface. Additionally, it combines traditional vibrating wirestrain sensor measurementmethod, and processes and compare the experimental data of the two testingmethods. The monitoring results indicate that the stress states of the upper part differ from those of theniddle and lower parts of the interior bracing: the upper part is in compression, while the middle andlower parts are in tension. The test results are in good consistency with those obtained by the traditionalvibrating wire strain sensors. The experimental results show that compared with traditional strain gauges,FBG strain sensors have better reliability and precision, and can realize real-time monitoring during con-struction. It is feasible to use FBG strain sensors to monitor the interal forces of interior bracing in build-ing foundation pits; however, their higher use cost and more demanding requirements for on-site installa-tion and maintenance should be considered.

Key words: FBG strain sensor, vibrating wire strain sensor, building foundation pit, interior bracing,
strain monitoring