摘要
通过制梁台座地基处理方案的比选设计,为梁场选定一种合适的地基处理方案。介绍了一种台座的力学简化模型,可有效减少台座临时结构的材料用量。在此基础上提出下一步台座方案设计中需探索提高的方向。
According to the comparative design for the foundation treatment scheme for the pedestal for fabricating beams, the paper selects a proper foundation treatment scheme for the beam field, introduces a simplified mechanical model for the pedestal to reduce the materials for the pedestal temporary structure, and points out the further improvement direction in the following pedestal design scheme based on the previous as- pects.
出处
《山西建筑》
2013年第15期134-135,共2页
Shanxi Architecture
关键词
高速铁路
台座
地基处理
承载力
express railway, pedestal, foundation treatment, loading capacity