预应力预制装配式混凝土框架结构抗震性能试验研究

Experimental Study on Seismic Behavior of Prestressed Precast Concrete Frame Structure

预应力预制装配式混凝土结构凭借自身的环保优势、高效的建筑施工速度逐渐成为建筑工程施工中特别重要的建筑工程结构,不过,预应力预制装配式混凝土结构受力性决定了混凝土结构节点的连接方式。基于此,在重点研究预应力预制装配式混凝土框架结构的过程当中,还需要对装配式混凝土结构节点的具体形式、相关的参数等进行科学化的设计,通过这种方式来提升预应力预制装配式混凝土框架结构的受力性能。

Prestressed precast concrete structure with its environmental advantages and efficient construction speed has gradually become a particularly important construction engineering structure in the construction of engineering construction. However, the stress of prestressed precast concrete structure determines the connection mode of concrete structure joints. Based on this, in the process of studying the prestressed precast concrete frame structure, it is necessary to scientifically design the concrete form of precast concrete structure joints and related parameters, so as to improve the mechanical performance of prestressed precast concrete frame structure in this way.