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本文介绍韩庄闸公路桥桥面结构现场试验及试验结果，结合有限棱柱条件计算，分析了由钢筋混凝土空心板和T梁组成的桥面结构之受力变形特征。根据试验结果及计算分析，确定了该公路桥的荷载横向分布系数和动力系数，据此评估了公路桥桥面结构的实际承载力。
In this paper, the field test and test results of the bridge deck of Hanzhuangzha highway bridge are introduced. Combined with the finite prism conditions, the deformation characteristics of deck structure composed of reinforced concrete hollow slab and T beam are analyzed. According to the test results and calculation and analysis, the lateral load distribution coefficient and dynamic coefficient of the highway bridge are determined, and the actual bearing capacity of the bridge deck structure is evaluated.