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本文通过结构的线弹性理论，考虑桥面铺装层本身的功能要求，对铺装层的受力进行了简化，并根据实际状况提出了若干假定，在此基础上，提出了以梁板体的最大弯矩为基础，以桥面铺装开裂和剥离为控制指标的水泥混凝土桥面铺装的计算方法并给出了算例及适用条件。
In this paper, the linear elastic theory of the structure, considering the functional requirements of the deck pavement itself, the stress on the pavement layer is simplified, and based on the actual situation made a number of assumptions, on this basis, Based on the maximum bending moment, decking and delamination bridge deck pavement control indicators for the calculation of the concrete deck decking and gives examples and conditions.