Underground space structure monitoring method and device, computer equipment and storage medium

The invention discloses an underground space structure monitoring method and device, computer equipment and a storage medium, and relates to the technical field of computer application, and the method comprises the steps: obtaining monitoring data of an underground space structure, demodulating the...

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Bibliographische Detailangaben
Hauptverfasser:	CHENG HUAMIN, HUANG ZHENGHONG, ZHANG YUFENG, CHEN YUNFENG, MINAMI AKANE, GUAN SHIYU, SUN QUAN, MAO CHUNGUANG
Format:	Patent
Sprache:	chi ; eng
Schlagworte:	CALCULATING COMPUTING COUNTING DATA PROCESSING SYSTEMS OR METHODS, SPECIALLY ADAPTED FORADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORYOR FORECASTING PURPOSES EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING PHYSICS SOIL SHIFTING SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE,COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORY OR FORECASTINGPURPOSES, NOT OTHERWISE PROVIDED FOR UNDERGROUND OR UNDERWATER STRUCTURES
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Beschreibung
Zusammenfassung:	The invention discloses an underground space structure monitoring method and device, computer equipment and a storage medium, and relates to the technical field of computer application, and the method comprises the steps: obtaining monitoring data of an underground space structure, demodulating the monitoring data to obtain abnormal foundation pit structure information; the fault processing scheme corresponding to the abnormal foundation pit structure information is output, that is, the monitoring data is preliminarily analyzed and modulated, obvious measurement error data is eliminated, and the rest data is intelligently analyzed, that is, the separated abnormal foundation pit structure information is used as a reference, so that technicians can conveniently analyze abnormal reasons; and technical personnel adopt corresponding measures according to the analyzed monitoring abnormity reasons, so that the monitoring quality and the monitoring efficiency of the foundation pit are improved, and the safety and the