摘要
针对3 000t模锻液压机设备基础的沉井施工方案,依据基础围护空间的形状特点,提出了上下分段支护的优化技术方案,并对原基础形式进行了改进。采用弹性地基梁法对排桩支护结构进行了内力和变形计算,计算结果与实际监测结果相符,按优化后方案施工取得了明显的经济效益。
According to the open caisson construction scheme of a 3 000t forging hydraulic press,the optimization technology solution of upper and lower segmentation supporting was put forward and original foundation layout was improved considering the shape feature of foundation-bracing space.The internal force and deformation of row pile supporting structure were calculated with the elastic foundation beam method,and the results agree with actual monitoring results.Apparent economic benefits are obtained after the construction according to the optimized design.
出处
《建筑结构》
CSCD
北大核心
2012年第10期127-129,共3页
Building Structure
关键词
分段支护
设计优化
弹性地基梁法
segmentation supporting
design optimization
elastic foundation beam method