摘要
转换层厚板布置在建筑10层、标高40.0m处,其下梁板不能作为支撑平台。采用叠合法浇筑,钢桁架支撑,局部钢管扣件支撑等施工技术,圆满解决了施工技术难题,施工质量优良。
The transfer slab is located at the tenth floor with elevation 40. Ore. The floor under the slab can＇t serve as the support platform. It is difficult to construct. By adopting some methods, such as congruence pouring concrete, steel truss supporting, steel tubular scaffold supporting etc, the difficulties are resolved successfully, and the construction quality is excellent.
出处
《施工技术》
CAS
北大核心
2006年第2期72-75,共4页
Construction Technology
关键词
大悬挑
转换板
施工技术
large suspension
transfer slab
construction technology
