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结合实际工程实例,探讨了在特定条件下采取在桩基础承台内放置抗冲切、抗剪切钢筋措施,可以在保证桩基础承台承载能力的前提下降低承台厚度,同时保证建筑结构的可靠度与安全,可供同类工程参考借鉴。
Combined with the practical engineering examples, the measures to put the punching and shearing steel in the pile foundation under certain conditions are discussed. The thickness of the pile cap can be reduced under the premise of ensuring the bearing capacity of pile foundation. At the same time, the construction structure Reliability and safety, for reference for similar projects.