摘要
针对装配式剪力墙结构设计面临的整体性、节点连接可靠性和抗震性能等技术挑战,本文提出一套完整的设计方法体系。通过对某装配式项目的实际案例分析,重点探讨了装配式方案、抗震设计要求、受力机制、节点计算和构造措施。结果表明,采用该设计方法的装配式剪力墙结构具有良好的整体性能,其整体稳定、抗侧刚度、节点承载力、弹塑性层间位移角和损伤情况等关键指标均满足规范要求,验证了结构设计和构造措施的合理性。
In view of the technical challenges faced by prefabricated shear wall structure design,such as integrity,node connection reliability and seismic performance,this paper proposes a complete set of design method system.Through the case analysis of a prefabricated project,the assembly scheme,seismic design requirements,force mechanism,node calculation and construction measures are discussed.The results show that the prefabricated shear wall structure using this design method has good overall performance,and its key indicators such as overall stability,lateral stiffness,node bearing capacity,elastoplastic interlayer displacement angle and damage conditions all meet the standard requirements,which verifies the rationality of structural design and construction measures.
作者
苏恒
Su Heng(Fuzhou Urban Construction Design and Research Institute Co.,Ltd.,Fuzhou,350001)
出处
《建设科技》
2025年第13期74-76,81,共4页
Construction Science and Technology
关键词
装配式建筑
结构设计
剪力墙
节点验算
弹塑性分析
prefabricated building
structural design
shear wall
node checking
elastoplastic analysis
