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静载试验中的位移监测装置改进方法

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以"固定位置"、"高效率"、"降误差"为研究核心,提出一种新的地基基础检测中位移监测方法.利用重复观测法,分析得到改进后监测装置能够降低系统误差,提高监测位移数据的精准度与监测效率.结合实际数据分析了基准梁校正位移方法和双系统校正位移方法,能相对精确的修正基础顶部竖向位移,数据采集过程中以第一套监测系统为主,第二套系统为辅,同时监测,相互校正,提高试验的正确率.改进后的监测装置能正确快速监测桩周土体沉降-起伏的变化特征,计算分析桩周土体变化对基准桩的影响范围,为基准梁提供合理的架设距离.
Improvement Method of Displacement Monitoring Device in the Static Load Test
The"fixed position",the"high efficiency"and the"reduced error"are used as the research objectives of this paper.A new displacement monitoring method in the foundation inspection is proposed.By using the repeated observation method,the improved monitoring device can reduce the system error,improve the precision of the monitoring displacement data and improve the monitoring efficiency.Combined with the actual data analysis and the displacement of the beam adjustment method and double system vibration displacement method,can be relatively accurate correction based on top of the vertical displacement,is given priority to with the first set of monitoring system in the process of data collection.A second system is complementary,monitoring at the same time,mutual correction,improve the test accuracy,reduce the influence of the error of the results.The improved monitoring device can accurately and quickly monitored the variation characteristics of the settlement and the fluctua-tion of the soil surrounding the pile,evaluate and analyze the influence range of the soil changes surrounding the pile on the benchmark pile,and provide a reasonable erection distance for the benchmark beam.

Monitoring DeviceDisplacement CorrectionDual System MonitoringSettlement of Soil Surrounding Pile

张召彬、韩文永、郅正华、谷志超、刘庆宇、吴园平

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河北双诚建筑工程检测有限公司,石家庄 050031

监测装置 位移校正 双系统监测 桩周土体沉降

2024

土工基础
湖北省土木建筑学会,中国科学院武汉岩土力学研究所,武汉市土木建筑学会

土工基础

影响因子:0.238
ISSN:1004-3152
年,卷(期):2024.38(3)