Virtual trial assembly of large steel members with bolted connections based on point cloud data

被引:14
作者
Cheng, Guozhong [1 ,2 ]
Liu, Jiepeng [1 ,2 ]
Cui, Na [1 ,2 ]
Hu, Huifeng [1 ,2 ]
Xu, Chengran [3 ]
Tang, Jin [4 ]
机构
[1] Chongqing Univ, Key Lab New Technol Construct Cities Mt Area, Minist Educ, Chongqing 400045, Peoples R China
[2] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
[3] Zhejiang Univ Technol, Coll Civil Engn, Hangzhou 310023, Zhejiang, Peoples R China
[4] China Construct Steel Struct Engn Corp Ltd, Chongqing 400025, Peoples R China
基金
中国国家自然科学基金;
关键词
Virtual trial assembly (VTA); Geometric inspection; Large steel members with bolted connections; Point cloud data (PCD); Building information modeling (BIM); GENERALIZED PROCRUSTES ANALYSIS; QUALITY ASSESSMENT; REGISTRATION; RECOGNITION; MODEL; BIM;
D O I
10.1016/j.autcon.2023.104866
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Virtual trial assembly (VTA), an alternative to physical trial assembly, has been used in many projects owing to its advantages of low time consumption and low cost. However, the existing methods based on the terrestrial laser scanner (TLS) have low precision, are inefficient, and cannot guide rectification, making them impractical for large steel members with bolted connections. Therefore, this study introduces an automated approach to perform VTA using 3D laser scanning technology and building information modeling (BIM). In particular, a multi-scale data acquisition scheme that integrates a TLS and hand-held scanner is proposed to collect high accuracy point cloud data (PCD). Moreover, a rectification scheme based on particle swarm optimization is developed for gusset plates to guide rectification, and two efficient registration methods are established to align the scanned PCD with BIM model. The accuracy and feasibility of the proposed method are demonstrated through application to an actual suspension bridge.
引用
收藏
页数:18
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