DocumentCode
3571936
Title
Simplified Method of Erection Monitoring for Continuous Concrete Box Girder
Author
Haibo, Jiang ; Feixin, Huang ; Chungen, Wei ; Jinhua, Zou
Author_Institution
Fac. of Civil & Transp. Eng., Guangdong Univ. of Technol., Guangzhou, China
Volume
2
fYear
2009
Firstpage
407
Lastpage
410
Abstract
In this paper, the simplified method of erection monitoring technique of continuous concrete box girder is introduced including stress monitoring, deformation monitoring and line-shape monitoring. Taking the Shanzhixiang Bridge of Xinguang expressway as an example, the distribution of stress gauges, lever measurers and deformation points are presented in details, and the working procedure of data collection is explained by picture. Based on the former experiences and the simplified method, the error of closure is only 2 cm at the stage of bridge segment´s closure. The successful application of that method could be helpful for similar bridge erection procedure.
Keywords
beams (structures); bridges (structures); condition monitoring; construction; structural engineering; Shanzhixiang bridge; concrete box girder; deformation monitoring; erection monitoring; line shape monitoring; stress monitoring; Bridges; Computerized monitoring; Concrete; Construction; Force measurement; Safety; Shape control; Slabs; Stress; Structural beams; alignment; continuous concrete box girder; deformation; erection monitoring; stress;
fLanguage
English
Publisher
ieee
Conference_Titel
Intelligent Computation Technology and Automation, 2009. ICICTA '09. Second International Conference on
Print_ISBN
978-0-7695-3804-4
Type
conf
DOI
10.1109/ICICTA.2009.334
Filename
5287858
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