| 沈阳市府恒隆广场大跨度巨型桁架安装技术 |
| |
| 引用本文： | 陈晓冬,邵新宇,汪晓阳,吕黄兵.沈阳市府恒隆广场大跨度巨型桁架安装技术[J].钢结构,2011,26(5):60-62,67. |
| |
| 作者姓名： | 陈晓冬 邵新宇 汪晓阳 吕黄兵 |
| |
| 作者单位： | 中建钢构有限公司; |
| |
| 摘 要： | 沈阳市府恒隆广场裙楼北侧天窗大桁架,净空高度25 m,跨度为32 m,整榀桁架重量约为3 000 kN.介绍大跨度巨型钢桁架的安装技术,采用临时支撑架支撑桁架进行多段高空原位拼装,并对拼装措施、桁架分段、吊装顺序、测量监控及焊接顺序进行详细阐述.
|
| 关 键 词： | 大跨度 桁架 吊装 测量 焊接 |
THE INSTALLATION TECHNOLOGY OF HUGE TRUSS FOR HENGLONG PLAZA OF SHENYANG |
| |
| Chen Xiaodong,Shao Xinyu,Wang Xiaoyang,Lü Huangbing.THE INSTALLATION TECHNOLOGY OF HUGE TRUSS FOR HENGLONG PLAZA OF SHENYANG[J].Steel Construction,2011,26(5):60-62,67. |
| |
| Authors: | Chen Xiaodong Shao Xinyu Wang Xiaoyang Lü Huangbing |
| |
| Affiliation: | Chen Xiaodong Shao Xinyu Wang Xiaoyang Lü Huangbing(China Construction Steel Structure Company,Shenzhen 518040,China) |
| |
| Abstract: | The roof truss within the north podium of Shenyang Henglong Plaza has a 25 meters headroom,the span is 32 meters and the whole weight over 300 tons.It is assembled in the air with a temporary support frame.The assembly steps,truss segment,lifting order,measurement control and welding sequences were described in detail. |
| |
| Keywords: | long span truss lifting measurement welding |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
