长江科学院院报 ›› 2016, Vol. 33 ›› Issue (4): 95-98.DOI: 10.11988/ckyyb.20150095

• 岩土工程 • 上一篇    下一篇

夹泥灌注桩的光纤传感检测模型试验

范 萌1,2,雷文凯3,肖衡林1,刘永莉1   

  1. 1.湖北工业大学 土木工程与建筑学院,武汉 430068;
    2.厦门市市政工程设计院有限公司,福建 厦门 361000;
    3.贺州学院 建筑工程学院,广西 贺州 542899
  • 收稿日期:2015-01-27 出版日期:2016-04-01 发布日期:2016-04-08
  • 作者简介:范 萌(1990-),女,湖北松滋人,硕士,主要从事光纤传感研究,(电话)13554005831(电子信箱)805212039@qq.com。
       通讯作者:肖衡林(1977-),男,湖南衡阳人,教授,博士,主要从事光纤监测技术及环境岩土工程方面的教学与研究,(电话)18971670600(电子信箱)xiao-henglin@163.com。
  • 基金资助:
    国家自然科学基金项目(51578219);教育部新世纪优秀人才支持计划资助项目(NCET-11-0962);湖北省科技厅重点项目(2012FFB00606);湖北省桥梁安全监控技术及装备工程技术研究中心开放基金项目(QLZX2014003);湖北工业大学高层次人才项目(BSQD12054)

Model Test of Mud-Intercalated Bored Pile Detection Based onOptical Fiber Sensing Technology

FAN Meng1,2, LEI Wen-kai3, XIAO Heng-ling1, LIU Yong-li1   

  1. 1.School of Civil Engineering and Architecture, Hubei University of Technology, Wuhan 430068, China;
    2.Xiamen Municipal Engineering Design Institute Co., Ltd., Xiamen 361000, China;
    3.School of Construction Engineering, Hezhou University, Hezhou 542899, China
  • Received:2015-01-27 Online:2016-04-01 Published:2016-04-08

摘要: 为了进一步提高灌注桩基检测水平,介绍基于分布式光纤传感技术的监测原理并设计相关的试验模型,制作含泥量分别为0, 33.3%, 50%, 66.7%, 100%的5种夹泥桩,对不同夹泥桩的光纤温升进行测量,分析不同夹泥桩中光纤温升规律,研究加热功率大小对光纤温升的影响及含泥量对光纤温升的影响。分析结果表明温升与加热功率具有良好的线性关系;光纤温升随含泥量增加而增加,呈现先缓后快的增加规律;光纤温升与其所处桩身介质的结构和导热系数密切相关;该模型试验验证了分布式光纤传感技术用于夹泥灌注桩完整性检测的可行性,也可为基于该技术桩基检测的理论完善提供参考。

关键词: 光纤传感技术, 桩基检测, 夹泥桩, 温升, 灌注桩

Abstract: The principle of bored pile detection based on distributed optical fiber sensing technology is introduced in this paper and model test is carried out. Mud-intercalated bored piles with different clay contents (0, 33.3%, 50%, 66.7%, 100%) are prepared, and the optical fiber temperature rise in these piles are measured to analyzethe rule of the temperature rise as well as the influences of heating power and clay content on optical fiber temperature rise. The results reveal a good linear relationship between heating power and optical fiber temperature rise. The temperature rise increases slowly firstly and then rapidly with the increment of clay content. It is also closely related with the structure and heat conductivity coefficient of pile medium. The model test in this paper verifies the feasibility of distributed optical fiber sensing technology in the detection of bored pile foundation.

Key words: optical fiber sensing technology, pile foundation detection, mud-intercalated pile, temperature rise, bored pile

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