钢结构框架与预制楼板连接节点的应用与研究现状  

Application and Research Status of Steel Structure Frame and Prefabricated Floor Connection Node

作　　者：陶诗怡 白利婷 李芮迪 TAO Shi-yi;BAI Li-ting;LI Rui-di(College of Civil Engineering and Architecture,Jiaxing Nanhu University,Jiaxing 314001,China)

机构地区：[1]嘉兴南湖学院建筑工程学院,嘉兴314001

出　　处：《价值工程》2022年第29期146-148,共3页Value Engineering

基　　金：嘉兴南湖学院SRT项目(8517213025)。

摘　　要：连接节点的强度和刚度是保证装配式建筑能否很好地抵抗外力作用和变形的关键因素,不同形式的连接节点对装配式建筑的整体质量的影响差异较大。本文对钢结构框架与预制楼板的连接节点样式以及受力破坏形式进行阐述,提出不同连接形式对装配式建筑整体抗震性能的影响,概述现有连接形式的不同,同时提出新构思的连接节点样式。The strength and stiffness of the connection node are the key factors to ensure that the prefabricated building can resist the external force and deformation well,and the influence of different forms of connection nodes on the overall quality of the prefabricated building varies greatly.This paper elaborates on the connection node style and force destruction form of steel structure frame and prefabricated floor slab,proposes the influence of different connection forms on the overall seismic performance of prefabricated buildings,summarizes the differences in existing connection forms,and proposes newly conceived connection node styles.

关 键 词：预制楼板 钢框架 连接节点 抗震性能 

分 类 号：TU311.3[建筑科学—结构工程]