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wu han yang zuo gang chang jiang da qiao 2 hao ta chen jing jing que zhuo chuang
Author(s): 
Pages: 96
Year: Issue:  4
Journal: World Bridges

Keyword:  长江大桥泗港流水压力水流方向钢壳基底标高局部冲刷混凝土浇注空间姿态调平;
Abstract: <正>2015年7月10日凌晨5时,经过70多个小时的不断调试,杨泗港长江大桥2号桥塔沉井精确着床(见图1)。武汉杨泗港长江大桥2号桥塔位于靠近武昌岸的水中,沉井平面尺寸为77.2m×40m,相当于8个标准篮球场的面积大小,总高50m,相当于17层楼高,其中底节28m为钢壳沉井。由于2号沉井所处水域流水压力大,水流方向与横桥向不平行,调整
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