DocumentCode :
2996242
Title :
Computer control system for steel tower segment fabrication of Nanjing 3rd Yangtze River Bridge
Author :
Hui, Wang
Author_Institution :
Coll. of Archit., North China Univ. of Technol., Beijing, China
fYear :
2009
fDate :
26-29 Nov. 2009
Firstpage :
2150
Lastpage :
2152
Abstract :
Nanjing Yangtze River 3rd bridge is the first bridge that used the steel structure as the main tower in China. Because of the big size, the steel tower had to be divided to 22 segments in factory and erected segment by segment at bridge site. The shape of the steel tower can not be adjusted during erection and the fabrication error of each segment will be accumulated and propagated during erection. Accordingly, high fabrication precision of each segment was required. A variety of computer control techniques including computer aided axes determination technique, mechanical cutting platform with computer controlled reactions and 3-D shape simulation technique were used in Segment fabrication. The system has been applied successfully to the construction of Nanjing 3rd Yangtze River Bridge. In this paper, we gave the introduction of the system.
Keywords :
bridges (structures); control engineering computing; cutting; digital simulation; poles and towers; shapes (structures); structural engineering computing; 3-D shape simulation technique; Nanjing 3rd Yangtze river bridge; computer aided axes determination technique; computer control system; computer control techniques; high fabrication precision; mechanical cutting platform; steel; steel tower segment fabrication; Bridges; Computer errors; Construction; Control systems; Fabrication; Poles and towers; Production facilities; Rivers; Shape control; Steel; Computer Control System; Fabrication; Steel Tower;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Computer-Aided Industrial Design & Conceptual Design, 2009. CAID & CD 2009. IEEE 10th International Conference on
Conference_Location :
Wenzhou
Print_ISBN :
978-1-4244-5266-8
Electronic_ISBN :
978-1-4244-5268-2
Type :
conf
DOI :
10.1109/CAIDCD.2009.5375034
Filename :
5375034
Link To Document :
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