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本文对目前砖混结构现浇钢筋混凝土楼板易产生 45°裂逢的成因及影响使用安全进行了分析 ,并提出解决办法。
In this paper, the reasons for the 45 ° cracking of cast-in-place reinforced concrete slabs with brick-concrete structures and the safety of their use are analyzed and the solutions are proposed.