钢筋混凝土悬挑板式阳台的加固方案探讨

DISCUSSION OF REINFORCEMENT PLAN IN REINFORCED CONCRETE OVERHANG PLATE BALCONY

板内纵向受力钢筋移位，造成钢筋混凝土悬挑板式阳台承载力不足，是工程中常见的工程事故。由于其受力特点，对这类构件的加固处理比较困难，因而提出了增加悬挑梁和施加反力的综合加固方法。

The deficient capacity of the overhang plate balcony of reinforced concrete leading from the shifting of longitudinal reinforcement is prevalent in the projects. Due to its stress characteristic, It is difficult to be reinforced for this kind of member, synthesis reinforcement method is proposed by increasing the cantilever beam and the reaction force in this article.