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基于板式基础带刚性台阶的技术经济分析

Techno-economic Analysis of Plate Foundation with Rigid Steps

  • 摘要: 为了提高板式基础全过程机械化施工水平,进一步降低工程造价,文章首次尝试了带单层刚性台阶的单板式基础设计,充分利用了刚性台阶不需配筋的特性,工期可缩短0.5天,带单层刚性台阶的单板式基础较常规板式基础节省1.52%~3.3%;与常规板式基础相比,当基础上拔力在304~756 kN区间且底板厚200 mm时,基础费用降低0.77%~6.32%;以上研究成果已应用于某220 kV变电站110 kV配出工程,至今运行良好。

     

    Abstract: In order to improve the level of mechanized construction throughout the entire process of slab foundation and further reduce engineering costs, this article attempts for the first time to design a single slab foundation with a single layer of rigid steps, fully utilizing the characteristic of rigid steps that do not require reinforcement. The construction period can be shortened by 0.5 days, and the single slab foundation with a single layer of rigid steps saves 1.52% to 3.3% compared to conventional slab foundations. Compared to conventional slab foundations, when the pulling force on the foundation ranges from 304 kN to 756 kN and the bottom plate thickness is 200 mm, the foundation cost is reduced by 0.77% to 6.32%. The above research results have been applied to the 110 kV outlet project of a certain 220 kV substation and have been running well so far.

     

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