摘要
介绍浙江省黄龙体育中心主体育场结构中混凝土吊塔的竖向预应力张拉、灌浆技术 ;超长混凝土外环梁(781m)的预应力技术及后浇带施工技术 ;屋盖预应力斜拉索的成套施工技术等。
In this article, authors introduce some technologies that were adopted in construction of the structure of Zhejiang Huanglong Stadium. These technologies include vertical prestressed stretching and grouting technique of concrete head mast, prestressed technique of over\|length concrete exterior ring beam, construction technique of late grouting zone, and a set of construction techniques of prestressed oblique tension steel rope of roof and so on.
出处
《施工技术》
CAS
北大核心
2000年第12期6-8,共3页
Construction Technology
关键词
体育场
预应力
吊塔
斜拉索
施工方法
浙江
stadium
prestress
head mast
oblique tension steel rope
stable steel rope
exterior ring beam
construction meth<