摘要
针对重型格构式钢柱几何尺寸超大、超重及肩梁部位的工艺复杂性,提出了拼装方案,并且通过科学合理的拼装工艺解决了在不具备起吊能力的情况下,如何进行大型钢结构件整体施工的问题,为类似工程提供了参考。
In the light of overweight and overdimensioned heavy-duty latticed steel columns, as well as their complication at splice, the assembling scheme is proposed. It has been solved the problem of how to do the integral construction of large steel members in case of without lifting capacity, using scientific assembling techniques, which provides experience for similar projects.
出处
《钢结构》
2006年第2期61-63,共3页
Steel Construction
关键词
重型
格构式钢柱
制作技术
heavy duty latticed steel column manufacturing technology
