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软土地基上中小型船闸底板的结构设计一般均采用弹性地基梁的方法计算,并沿用苏联三十年代的分段加权平均的办法求其内力,再按钢筋混凝土偏心受拉(压)构件配置一定数量的钢筋,即可满足结构对使用的要求。近年来随着大型水利枢纽建设的需要,出现了几座建于岩石地基上的大型船
The structural design of the middle and small sized shiplock floor on soft soil foundation is generally calculated by the method of elastic foundation girder, and the internal force is obtained by the piecewise weighted average method of the Soviet Union in the thirties. Then, according to the configuration of eccentric compression member of reinforced concrete A certain amount of steel, to meet the requirements of the structure of the use. In recent years, with the needs of the construction of large-scale water control projects, there have been several large-scale ships built on rocky foundations