Development of a BIM-based bridge maintenance system (BMS) for managing defect data

被引:15
|
作者
Li, Sai [1 ]
Zhang, Zhongjian [1 ]
Lin, Daming [2 ]
Zhang, Tongrui [3 ]
Han, Lu [4 ]
机构
[1] China Univ Geosci Beijing, Sch Engn & Technol, Dept Civil Engn, Beijing 100083, Peoples R China
[2] Highway Minist Transport, Res Inst, Beijing 100088, Peoples R China
[3] Huayu Architectural Design Ltd, Shenyang 110170, Peoples R China
[4] Xinjiang Prod & Construct Corps Highway Sci & Tec, Urumqi 830000, Peoples R China
关键词
D O I
10.1038/s41598-023-27924-6
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Bridges might experience many defects during use, such as pavement cracks and reinforcement corrosion, which easily produce an accumulated impact that threatens bridge safety. Thus, there is a need for the regular inspection and maintenance of bridges. This paper presents a bridge maintenance system (BMS) based on building information modelling (BIM), which is utilized in bridge defect information management using a digitalization method. A bridge defect three-dimensional BIM (BIM3D) library is established and combined with a bridge model to visualize bridge defect conditions. Based on bridge inspection data, bridge defect information is digitally classified and encoded according to the international framework for dictionaries (IFD) standard and used to establish a database. An evaluation of bridge technical conditions is performed, and the results are graded and displayed in different colours, reflecting the visualization function of BIM technology. Maintenance suggestions are provided according to the range of bridge technical condition scores, reflecting the informatization function of BIM technology. With the Xinjiang Cocodala Bridge in China as a case study, a bridge BIM3D model and inspection data are imported into the BMS to utilize the functions of 'visualization of bridge defect conditions', 'evaluation of bridge technical conditions' and 'recommendations of bridge maintenance methods'.
引用
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页数:16
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