浅析钢筋混凝土结构设计中的后浇带和加强带

The late poured band and reinforced band in reinforced concrete structure design

就目前超长钢筋混凝土结构设计中 ,采用“后浇带”或“加强带”替代变形缝所存在的问题进行了分析 ,提出了具体的设计方法 ,达到有效控制裂缝 ,实现无缝施工的目的。

In this paper according to the problems when the late poured band and reinforced band used to substitute movement joint existed in long reinforced concrete structure design detailed analysis is conducted. Meanwhile, concrete design method is proposed to control cracks and realize jointless construction.