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一桩垂直承载力的计算尖承桩支承在坚实的土层上,单桩允许承载力按下式计算:筋含钢率上部6米为0.8%以上,以下为0.4%以上;箍筋币13,30厘米中距。表3是60厘米直径以上桩的配筋情况。
A calculation pile with a vertical bearing capacity is supported on a solid soil layer, and the allowable bearing capacity of a single pile is calculated as follows: the steel content in the upper part of the steel is 0.8% or more in the upper part, and 0.4% or more in the upper part; 30 centimeters away. Table 3 shows the reinforcement of piles above 60 cm in diameter.