摘要
基于核心筒钢柱小截面、数量多、间隙小的特点,对比单根钢柱逐根校正与多根钢柱同步校正两种施工方案,通过测量数据与设计值的偏差数据处理表明,采用同排多根钢柱同步校正施工法能够提高整体施工效率,可方便高效、科学安装及校正截面小、数量多、间隙小的劲性钢柱。
Based on the characteristics of small section, quantity and small clearances of the core tube steel column, construction schemes of correcting the steel column one by one and correcting all the steel columns in a row at the same time were studied in the work. It showed that the steel column with small section, quantity and small clearances could be installed efficiently, precisely and scientifically by correcting all the steel columns in a row at the same time.
出处
《钢结构》
2013年第1期73-75,22,共4页
Steel Construction
关键词
核心筒钢柱
校正
精度
偏差
core tube steel column
correcting
precision
offset
