摘要
广州新图书馆属于超长超宽倾斜混凝土结构,后浇带处理需要实用而安全的施工方法,目前国内尚未有类似的工程经验,故首创在后浇带旁断开的框架梁处用钢筋混凝土小柱临时支撑上部楼板结构因设置后浇带而断开的框架梁的方法。
Guangzhou new library is belong to the superlong and superwide inclined concrete structure.Late poured band treatment needs the practical and safe construction method.For the present,a case project experience,to which no analogue exists in our country.This project construction originated with a new frame beam construction method for late poured band where disconneted section of the frame beam temporary supported by reinforced concrete columellas for the upper floor structure which can be connected by the late pouring with next frame beam.
出处
《广东土木与建筑》
2012年第5期26-27,30,共3页
Guangdong Architecture Civil Engineering
关键词
倾斜结构
后浇带
钢筋混凝土小柱
临时支撑
tilt structure
pouring belt
reinforced concrete column
temporary support
