Abstract:Research purposes:The main bridge of the Erqi Yangtze River Bridge in Wuhan is a composite girder cable-stayed bridge with three pylons and double cable planes. The Pylon Pier 5 is the side pylon pier among the three main pylons.The conventional scattered assembling method could not be used for the drilling platform and cofferdam for the deep water foundation because of the surrounding environment and the limitation of the construction schedule,so the special modular construction technology was studied and adopted.
Research conclusions:With this construction technology,the drilling platform and the cofferdam were divided into five large - scale modules,and the units manufactured in the factory were hauled to the pier site after being assembled integrally on the water in other places. On the construction site,the two modules used for supporting the cofferdam were hoisted by the large floating crane firstly.Then the steel casing was inserted,and the three modules of the drilling platform were hoisted to form a stable drilling platform. After these,the modules used for supporting the cofferdam were connected integrally and sunk to the design elevation. Finally,the cofferdam was built by inserting the steel casing along the inner support.This construction technology has features of the convenient installation,high construction security and reliable quality. Therefore,this construction technology can provide the reference to the similar works.
蔡云标. 武汉二七长江大桥主塔墩“模块化”基础施工技术[J]. 铁道工程学报, 2013, 30(4): 61-67.
CAI Yun - biao. Modular Construction Technology for Foundation of Main Pylon Pier of Erqi Yangtze River Bridge in Wuhan. 铁道工程学报, 2013, 30(4): 61-67.
Long Tao, Hu Jiaan. Simplicity Perfection: Configuring Design of Pylons of Erqi Changjiang River Bridge in Wuhan[J].Bridge Construction,2009(1) : 48-51.
Qu Guozhao. Research on Key Technologies for Sixianjiao Four Tracks Railway Wide - trussed Cable - stayed Bridge [J].Journal of Railway Engineering Society,2011(6) : 34-38.
Hu Hanzhou,Liu Ziming,Qin Shunquan. Technical Summary of Tianxingzhou Changjiang River Rail - cum - road Cable - stayed Bridge in Wuhan[M]. Beijing: China Railway Publishing House,2009.
Chen Kaili, Yu Tianqing. New Development of the Design Technology for the Composition Section in Cable - stayed Bridge with Hybrid Girder [J]. Railway Standard Design,2006(5) : 43-44.
Xu Shengqiao,Liu Yongfeng. Key Technology of the Cable - stayed Bridge Design in Sixth Ring Road of Beijing[J]. Railway Standard Design,2009(11) : 52-55.
Wang Fujun. The Design and Swing Method for the Low - pylon Cable - stayed Bridge that Cross the Railway Existed[J]. Railway Standard Design,2011 (3) :58-61.
Yi Peng. Discussion on the Simplicity of the Computation Model for Long - span Rail - cum - road Cable - stayed Bridges[J]. Railway Standard Design, 2003(9) : 16-17.