摘要
深圳机场二期扩建航站楼大跨度曲线连续空间桁架屋盖钢结构工程中，通过采用高空分榀组装、单元整体滑移工艺，成功地解决了清移单元二向不同性、易产生较大水平推力的大跨度曲线连续空间密架屋盖施工的难题．
For the steel construction of the continuous spatial curve truss roof of large span for Shenzhen Airport Hub Building (phase- II enlargement), the construction problem of the continuous spatial curve truss roof of large span, during which two- way difference of a slip unit and the larger horizontal thrust can be easily produced, has been solved successfully using the method of erecting the truss one by one in the upper air and the technique of an integral unit slip.
出处
《钢结构》
2000年第2期12-15,共4页
Steel Construction
