【摘 要】
：
通过对4种不同平面图形的装配式塔机基础的地基压应力、地基压应力偏心距、基础重力的比较,对比参考现行相关的我国国家标准和国外标准的规定,在确保装配式塔机基础稳定的前
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通过对4种不同平面图形的装配式塔机基础的地基压应力、地基压应力偏心距、基础重力的比较,对比参考现行相关的我国国家标准和国外标准的规定,在确保装配式塔机基础稳定的前提下,确定装配式塔机基础重力设计新计算规则,实现装配式塔机基础的安全和最大限度的轻量化,以利于装配式塔机基础的技术经济目标最大化。
Based on the comparison of the foundation compressive stress, the base eccentric stress of foundation and the basic gravity of the assembled tower crane with four different planar patterns, the reference to the existing relevant national standards and foreign standards is adopted, Under the premise of stability, the new calculation rules of the basic gravity design of the assembly tower crane are determined, the safety of the tower crane assembly foundation and the maximum weight reduction are realized, in order to maximize the technical and economic goals of the tower crane assembly tower.
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