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Building foundation deformation monitoring method and device
The invention relates to a building foundation deformation monitoring method and device, and the method comprises the steps: receiving a foundation monitoring instruction, determining a to-be-detected foundation section according to the foundation monitoring instruction, transmitting an energy pulse to the to-be-detected foundation section at the first time, and obtaining a first phase of the energy pulse, transmitting an energy pulse to the to-be-detected foundation section at second time to obtain a second phase of the energy pulse, executing noise phase optimization operation on the first phase and the second phase to obtain a first optimized phase and a second optimized phase, and calculating a phase difference between the first optimized phase and the second optimized phase to obtain a phase difference between the first optimized phase and the second optimized phase; and quantizing a deformation value of the foundation section to be detected based on the phase difference. The problem that a large amount of time and manpower resources are wasted during building foundation deformation monitoring can be solved.
本发明涉及一种建筑物地基形变监测方法及装置,包括:接收地基监测指令,根据所述地基监测指令确定待检测地基段,在第一时间发射能量脉冲至所述待检测地基段,得到能量脉冲的第一相位,在第二时间发射能量脉冲至所述待检测地基段,得到能量脉冲的第二相位,对所述第一相位和第二相位均执行噪声相位优化操作,得到第一优化相位和第二优化相位,计算所述第一优化相位和第二优化相位的相位差,基于所述相位差量化出待检测地基段的形变值。本发明可解决建筑物地基形变监测时造成大量时间及人力资源浪费的问题。
Building foundation deformation monitoring method and device
The invention relates to a building foundation deformation monitoring method and device, and the method comprises the steps: receiving a foundation monitoring instruction, determining a to-be-detected foundation section according to the foundation monitoring instruction, transmitting an energy pulse to the to-be-detected foundation section at the first time, and obtaining a first phase of the energy pulse, transmitting an energy pulse to the to-be-detected foundation section at second time to obtain a second phase of the energy pulse, executing noise phase optimization operation on the first phase and the second phase to obtain a first optimized phase and a second optimized phase, and calculating a phase difference between the first optimized phase and the second optimized phase to obtain a phase difference between the first optimized phase and the second optimized phase; and quantizing a deformation value of the foundation section to be detected based on the phase difference. The problem that a large amount of time and manpower resources are wasted during building foundation deformation monitoring can be solved.
本发明涉及一种建筑物地基形变监测方法及装置,包括:接收地基监测指令,根据所述地基监测指令确定待检测地基段,在第一时间发射能量脉冲至所述待检测地基段,得到能量脉冲的第一相位,在第二时间发射能量脉冲至所述待检测地基段,得到能量脉冲的第二相位,对所述第一相位和第二相位均执行噪声相位优化操作,得到第一优化相位和第二优化相位,计算所述第一优化相位和第二优化相位的相位差,基于所述相位差量化出待检测地基段的形变值。本发明可解决建筑物地基形变监测时造成大量时间及人力资源浪费的问题。
Building foundation deformation monitoring method and device
建筑物地基形变监测方法及装置
YE FEI (Autor:in) / SUN ZHENYONG (Autor:in) / ZENG FENG (Autor:in) / WANG CHAO (Autor:in) / TANG TIAN (Autor:in) / DONG FENGBIN (Autor:in) / QIN XIN (Autor:in) / WANG JUNNING (Autor:in) / ZHANG HUIJUAN (Autor:in) / FEI XINLONG (Autor:in)
06.06.2023
Patent
Elektronische Ressource
Chinesisch
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