本文在屈服线理论的基础上提出了斜板配筋的实用理论和计算公式，可供设计参考。
In this paper the practical theory and calculation formulas of skew slab reinforcement are developed based on Yield-Line theory. They Can be used as reference by designers.
通过对桥头搭板的受力情况进行定性的分析，提出了相应的配筋方法。
By take qualitative analyze support force states on bridge head bridging slab to advanced relevant reinforcement method.
主要包括：加载面积和形状、混凝土强度、混凝土的组成、冲跨比及板厚、荷载作用位置、抗弯钢筋的配筋率、抗冲切钢筋以及比例效应。
Such as: load area and shape, strength of concrete, composition of concrete, depth of slab, load position ratio of reinforcement, punching shear reinforcement and scale effect.
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