期刊文献+

苏州国际金融中心地下室外框柱安装技术

The Installation Technology of Outer Frame Columns in the Basement of Suzhou International Financial Centre
下载PDF
导出
摘要 随着超高层建筑高度不断提升,其地下室结构也越来越复杂,带来超大质量钢构件难吊装和厚板焊接难度较大等问题。并因超高层建筑大多临近地铁,对基坑支护要求非常严格,导致基坑支护及栈桥覆盖大面积地下室。通过对基坑支护及栈桥与地下室外框柱的影响关系及厚板焊接变形规律进行分析,采用合理而科学的吊装和焊接技术顺利完成了地下室外框柱的施工,确保了良好的施工质量。 With the rising height of super tall buildings, basement structures are more and more complex, which bring difficult issues such as hard hoisting for large weight steel components and hard welding for thick plate steels. And as most of super tall buildings are near subways, foundation excavation supports are very strictly required, which leads foundation excavation supports and trestles to cover a large area in the basement. By analyzing the relationship of foundation excavation supports and trestles and outer frame columns in the basement, as well as the deformation rule of welding for thick plate steels, reasonable and scientific hoisting and welding technology is used to complete the construction of outer frame columns in the basement successfully, ensuring good quality of the construction.
出处 《施工技术》 CAS 北大核心 2015年第14期102-104,共3页 Construction Technology
基金 "十二五"国家科技支撑计划(2011BAJ09B00)
关键词 地下工程 地下室 支护 栈桥 外框柱 吊装 焊接 underground basement supports trestle outer frame column hoists welding
  • 相关文献

参考文献5

二级参考文献9

共引文献11

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部