沙特CCC二期石灰石预均化堆场网架基础设计与优化

Design and optimization of CCC second-period project limestone prehomogenizing yard grid base

在设计沙特CCC二期373m×59m长形石灰石预均化堆场时,基于现场施工场地和降低工程成本因素,对堆场网架基础进行了设计优化,通过改变网架的支座型式(由一期的双支座改为二期的单支座),并对荷载重新进行组合,以优化基础设计,从而减少了材料用量,并确保了工程的施工组织和高效实施。

In design of CCC second-period of 373 m × 59 m long limestone prehomogenizing stockyard, based on construction plant and engineering cost reduction factors, design of the yard grid base was optimized by altering support type（from double support of the first-period to single support of second-period） and the load was reset, which resulted in reducing the material consumption and ensure the construction of tissue engineering and efficient implementation.