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武东2#特大桥38#墩、39#墩设计承台位于武昌六湖连通规划的九峰渠中间,承台位置阻碍了九峰渠的水流,经过与相关部门的多次沟通,最后达成一致意见——38#墩、39#墩承台施工变更为深基坑施工,变更后的承台底部距原地面下分别为15.6米和12.6米,墩身按照变截面设计,上部墩身截面尺寸变小,刚好避开九峰渠的位置。
Wu Dong Pier # 2 38 # pier, 39 # Pier Design Cap is located in the Wuchang Liuhu connectivity planning Jiufeng Ditch, cap placement hinder the flow of Jiufeng Canal, after repeated communication with the relevant departments, and finally reached Consistent opinion - Construction of 38 # pier and 39 # pier cap was changed to deep foundation pit construction. The bottom of the cap after changing was 15.6 meters and 12.6 meters respectively. The pier body was designed according to variable cross-section, Smaller size, just to avoid the location of nine peaks.