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Novel foundation pit supporting structure displacement monitoring method and system
The invention discloses a novel foundation pit supporting structure displacement monitoring method and system, and the method comprises the steps: obtaining a monitoring project in a foundation pit construction project, carrying out the numerical simulation of the construction process of the monitoring project, and obtaining the deformation characteristics and mechanical characteristics of mass points in the construction process; based on the deformation characteristics and the mechanical characteristics, measuring point arrangement is carried out on the monitoring item, and a measuring point arrangement result is obtained; based on the measurement point arrangement result, arranging a monitoring instrument for monitoring to obtain a monitoring result; the monitoring result is analyzed, and the safety and stability of the foundation pit construction project are determined. The displacement change condition of the supporting structure in the foundation pit construction process is reflected from multiple angles through multiple monitoring items, compared with a traditional monitoring method, manual operation is reduced, and the monitoring efficiency of the supporting structure is improved.
本发明公开了一种新型基坑支护结构位移监测方法及系统,包括:获取基坑建设工程中的监测项目,并对监测项目的施工过程进行数值模拟,获得施工过程中质点的变形特征和力学特征;基于变形特征和力学特征,对监测项目进行测点布置,获得测点布置结果;基于测点布置结果布设监测仪器进行监测,获得监测结果;对监测结果进行分析,确定基坑建设工程的安全性和稳定性。本发明通过多种监测项目多角度地反映基坑建设过程中支护结构的位移变化情况,相对于传统监测方法,减少了人为操作,提升了支护结构监测效率。
Novel foundation pit supporting structure displacement monitoring method and system
The invention discloses a novel foundation pit supporting structure displacement monitoring method and system, and the method comprises the steps: obtaining a monitoring project in a foundation pit construction project, carrying out the numerical simulation of the construction process of the monitoring project, and obtaining the deformation characteristics and mechanical characteristics of mass points in the construction process; based on the deformation characteristics and the mechanical characteristics, measuring point arrangement is carried out on the monitoring item, and a measuring point arrangement result is obtained; based on the measurement point arrangement result, arranging a monitoring instrument for monitoring to obtain a monitoring result; the monitoring result is analyzed, and the safety and stability of the foundation pit construction project are determined. The displacement change condition of the supporting structure in the foundation pit construction process is reflected from multiple angles through multiple monitoring items, compared with a traditional monitoring method, manual operation is reduced, and the monitoring efficiency of the supporting structure is improved.
本发明公开了一种新型基坑支护结构位移监测方法及系统,包括:获取基坑建设工程中的监测项目,并对监测项目的施工过程进行数值模拟,获得施工过程中质点的变形特征和力学特征;基于变形特征和力学特征,对监测项目进行测点布置,获得测点布置结果;基于测点布置结果布设监测仪器进行监测,获得监测结果;对监测结果进行分析,确定基坑建设工程的安全性和稳定性。本发明通过多种监测项目多角度地反映基坑建设过程中支护结构的位移变化情况,相对于传统监测方法,减少了人为操作,提升了支护结构监测效率。
Novel foundation pit supporting structure displacement monitoring method and system
一种新型基坑支护结构位移监测方法及系统
SU FENGBIN (Autor:in) / ZUO FUCHAO (Autor:in) / HE YANWEI (Autor:in) / YUAN CHAO (Autor:in) / LI SHUCHEN (Autor:in) / FENG XIANDA (Autor:in) / YE YUHANG (Autor:in) / HUANG QINHAO (Autor:in)
06.09.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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