Steel box arch rib quality monitoring method and system based on BIM and 3D laser scanning

The invention discloses a steel box arch rib quality monitoring method based on BIM and 3D laser scanning. The steel box arch rib quality monitoring method comprises the following steps that first BIM three-dimensional models are constructed according to drawings and parameter information of all arc...

Ausführliche Beschreibung

Gespeichert in:

Bibliographische Detailangaben
Hauptverfasser:	ZHANG JINGHANG, TIAN PANPAN, LYU YIGANG, CAO CAO, HE XIANLIANG, PIMBET, WANG ZHONGHUI, QIAO JIE, ZOU CHAOSHENG, LI XING, HAN WEIWEI, WANG CUI, XU GUANG
Format:	Patent
Sprache:	chi ; eng
Schlagworte:	CALCULATING COMPUTING COUNTING DATA PROCESSING SYSTEMS OR METHODS, SPECIALLY ADAPTED FORADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORYOR FORECASTING PURPOSES ELECTRIC DIGITAL DATA PROCESSING IMAGE DATA PROCESSING OR GENERATION, IN GENERAL PHYSICS SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE,COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORY OR FORECASTINGPURPOSES, NOT OTHERWISE PROVIDED FOR
Online-Zugang:	Volltext bestellen
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!

Beschreibung
Zusammenfassung:	The invention discloses a steel box arch rib quality monitoring method based on BIM and 3D laser scanning. The steel box arch rib quality monitoring method comprises the following steps that first BIM three-dimensional models are constructed according to drawings and parameter information of all arch rib pre-assembled components; scanning each arch rib pre-assembled component to respectively construct a first point cloud model; performing primary fitting on the first BIM three-dimensional model and the first point cloud model, and judging whether the quality of the arch rib pre-assembled component reaches the standard or not; performing space operation on the first BIM three-dimensional model of each arch rib pre-assembled component to obtain a second BIM three-dimensional model of the arch rib segment; scanning the actually assembled arch rib sections to obtain a second point cloud model of the arch rib sections; and performing secondary fitting on the second point cloud model and the second BIM three-dimens