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在 GBJ1 0— 89《混凝土结构设计规范》、JGJ3— 91《钢筋混凝土高层建筑结构设计与施工规程》及 GBJ1 1—89《建筑抗震设计规范》中 ,都对后浇施工缝有一定的构造做法 ,但对梁的后浇施工缝未做详细规定。笔者就做过的工程实际并参阅有关资料 ,对板、梁后浇施工缝做一汇总 ,供
In GBJ1 0-89 “Specifications for Design of Concrete Structures”, JGJ 3-91 “Design and Construction Regulations for Reinforced Concrete High-rise Building Structures” and GBJ1 1-89 “Code for Seismic Design of Buildings”, there are certain construction methods for post-cast construction joints. However, no detailed provisions have been made for the post-cast construction joints of the beams. The author has done a practical project and referred to the relevant information to do a summary of the construction joints of the slab and beam after pouring.