摘要
介绍钢结构倾斜单层网壳施工的关键技术,采用计算机仿真技术确定了施工定位坐标,综合比较各施工方案的优缺点,选择了按面分片吊装的安装方法。同时采用MIDAS/Gen有限元软件进行单层网壳施工阶段力学分析,确保了施工质量与安全。
The key technology of inclined single-layer lattice shell of steel structure was introduced in the paper, the positioning coordinates were determined by using the computer simulation technology, and the mechanics problems of single-layer lattice shells were analyzed by MIDAS/Gen, so as to ensure the safty and quality of the construction. The research could provide a reference for similar projects.
引文
[1] 徐重良,唐齐超,潘晓峰,等.深圳湾体育中心空间变曲面弯扭斜交网格结构高效深化设计[J].施工技术,2011,40(5):12-14.
[2] 范玉峰,陈峰,张军辉,等.中国西部国际博览城钢结构施工技术[J].钢结构,2015,30(11):69-74.