Research on virtual trial-assembly technology of steel-pipe-arch ribs based on limited perception
Concret-filled-steel-tube arch bridges often employ solid trial-assembly for the arch ribs to confirm matching accuracy and overall alignment. However, these methods often suffer from issues such as large site occupation, multiple assembly cycles, and prolonged construction periods. This paper propo...
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Published in | Advances in bridge engineering Vol. 6; no. 1; pp. 20 - 21 |
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Main Authors | , , , , , |
Format | Journal Article |
Language | English |
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Singapore
Springer Nature Singapore
01.12.2025
Springer Nature B.V SpringerOpen |
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ISSN | 2662-5407 2662-5407 |
DOI | 10.1186/s43251-025-00165-5 |
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Abstract | Concret-filled-steel-tube arch bridges often employ solid trial-assembly for the arch ribs to confirm matching accuracy and overall alignment. However, these methods often suffer from issues such as large site occupation, multiple assembly cycles, and prolonged construction periods. This paper proposes a virtual trial-assembly technology of steel-pipe-arch ribs based on limited perception, which achieves rapid virtual trial-assembly without the need for physical segment matching. By obtaining joint control point data through limited measurement perception, the method virtually assembles the control points according to the theoretical manufacturing configuration. It extracts the flange position parameters between the arch rib segments under the ideal configuration condition, ultimately guiding the adjustment and installation of the flanges. Additionally, a self-holding device for steel structure joints is designed, which achieves precise positioning and reliable installation of flanges through parameterized adjustment. A virtual trial-assembly experiment of the steel pipe arch rib joint was conducted using the proposed method. The results of the experiment indicate that the method has high control precision and good technical performance. It has overcome the technical barriers to the application of virtual trial-assembly technology in the construction process and has good potential for promotion and application in similar bridge types. |
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AbstractList | Abstract Concret-filled-steel-tube arch bridges often employ solid trial-assembly for the arch ribs to confirm matching accuracy and overall alignment. However, these methods often suffer from issues such as large site occupation, multiple assembly cycles, and prolonged construction periods. This paper proposes a virtual trial-assembly technology of steel-pipe-arch ribs based on limited perception, which achieves rapid virtual trial-assembly without the need for physical segment matching. By obtaining joint control point data through limited measurement perception, the method virtually assembles the control points according to the theoretical manufacturing configuration. It extracts the flange position parameters between the arch rib segments under the ideal configuration condition, ultimately guiding the adjustment and installation of the flanges. Additionally, a self-holding device for steel structure joints is designed, which achieves precise positioning and reliable installation of flanges through parameterized adjustment. A virtual trial-assembly experiment of the steel pipe arch rib joint was conducted using the proposed method. The results of the experiment indicate that the method has high control precision and good technical performance. It has overcome the technical barriers to the application of virtual trial-assembly technology in the construction process and has good potential for promotion and application in similar bridge types. Concret-filled-steel-tube arch bridges often employ solid trial-assembly for the arch ribs to confirm matching accuracy and overall alignment. However, these methods often suffer from issues such as large site occupation, multiple assembly cycles, and prolonged construction periods. This paper proposes a virtual trial-assembly technology of steel-pipe-arch ribs based on limited perception, which achieves rapid virtual trial-assembly without the need for physical segment matching. By obtaining joint control point data through limited measurement perception, the method virtually assembles the control points according to the theoretical manufacturing configuration. It extracts the flange position parameters between the arch rib segments under the ideal configuration condition, ultimately guiding the adjustment and installation of the flanges. Additionally, a self-holding device for steel structure joints is designed, which achieves precise positioning and reliable installation of flanges through parameterized adjustment. A virtual trial-assembly experiment of the steel pipe arch rib joint was conducted using the proposed method. The results of the experiment indicate that the method has high control precision and good technical performance. It has overcome the technical barriers to the application of virtual trial-assembly technology in the construction process and has good potential for promotion and application in similar bridge types. |
ArticleNumber | 20 |
Author | Li, Haotian Liu, Jiepeng Xian, Jianping Xiao, Jun Ma, Jianyong Tian, Luchao |
Author_xml | – sequence: 1 givenname: Jun surname: Xiao fullname: Xiao, Jun organization: CCCC Second Highway Engineering Bureau Co, CCCC Second Highway Engineering Co., Ltd. Design and Research Institution General, CCCC Second Highway Engineering Bureau Co, Shaanxi Union Research Center of University and Enterprise for Bridge Intelligent Construction, CCCC Second Highway Engineering Bureau Co – sequence: 2 givenname: Jianping surname: Xian fullname: Xian, Jianping organization: CCCC Second Highway Engineering Bureau Co, Shaanxi Union Research Center of University and Enterprise for Bridge Intelligent Construction, CCCC Second Highway Engineering Bureau Co – sequence: 3 givenname: Luchao surname: Tian fullname: Tian, Luchao email: 1401066390@qq.com organization: CCCC Second Highway Engineering Bureau Co, CCCC Second Highway Engineering Co., Ltd. Design and Research Institution General, CCCC Second Highway Engineering Bureau Co, Shaanxi Union Research Center of University and Enterprise for Bridge Intelligent Construction, CCCC Second Highway Engineering Bureau Co – sequence: 4 givenname: Jiepeng surname: Liu fullname: Liu, Jiepeng organization: Steel Structure Engineering Research Center, Chongqing University – sequence: 5 givenname: Jianyong surname: Ma fullname: Ma, Jianyong organization: CCCC Second Highway Engineering Bureau Co, CCCC Second Highway Engineering Co., Ltd. Design and Research Institution General, CCCC Second Highway Engineering Bureau Co – sequence: 6 givenname: Haotian surname: Li fullname: Li, Haotian organization: CCCC Second Highway Engineering Bureau Co, CCCC Second Highway Engineering Co., Ltd. Design and Research Institution General, CCCC Second Highway Engineering Bureau Co |
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Keywords | Concrete-filled-steel-tube arch bridge Flange installation Steel structure joint self-holding device Intelligent construction Virtual trial-assembly |
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Snippet | Concret-filled-steel-tube arch bridges often employ solid trial-assembly for the arch ribs to confirm matching accuracy and overall alignment. However, these... Abstract Concret-filled-steel-tube arch bridges often employ solid trial-assembly for the arch ribs to confirm matching accuracy and overall alignment.... |
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SubjectTerms | Accuracy Arch bridges Bridges Civil Engineering Concrete Concrete-filled-steel-tube arch bridge Configurations Engineering Flange installation Flanges Holding devices Intelligent construction Lasers Manufacturing Matching Original Innovation Perception Segments Simulation Steel pipes Steel structure joint self-holding device Steel tubes Virtual trial-assembly |
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Title | Research on virtual trial-assembly technology of steel-pipe-arch ribs based on limited perception |
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