哈尔滨商业大学学报（自然科学版）2025，Vol.41Issue(5)：571-579,9.
磷石膏砌块在高烈度地震下的抗震性能与非结构设计
Seismic performance and non-structural design of phosphogypsum blocks to buildings in high intensity earthquake areas
汪厚明 1肖梅玲 1高志超 1吴正 1孙意武 1刘成鑫 1梁海洋1
作者信息
- 1. 云南大学 建筑与规划学院,昆明 650091
- 折叠
摘要
Abstract
Phosphogypsum building material was an important direction of solid waste resource utilization.At that time,the use of phosphogypsum blocks for wall infill in frame structures and frame-shear structures,as a substitute for autoclaved aerated concrete blocks,had become a new trend in urban building renovation.The seismic performance and earthquake-resistant design of infill walls thus became the key to the successful application of phosphogypsum block infill walls in high-intensity seismic zones.In this paper,the mechanical properties of phosphogypsum blocks and masonry were tested,and the seismic behavior of block infill walls was investigated.The equivalent lateral force method was used to calculate the seismic action of phosphogypsum infill walls in frame structures,enabling estimation of the internal forces within the infill walls.Based on the internal force results,the arrangement of structural columns and ring beams in the infill walls was determined.The results showed that the method presented in this paper was suitable for the seismic design of infill walls in frame structures located in high-intensity seismic areas,demonstrating that phosphogypsum blocks could replace traditional urban infill materials.关键词
磷石膏砌块/力学性能试验/地震作用力/等效侧力法/构造设计Key words
phosphogypsum block/mechanical property test/seismic force/equivalent lateral force method/design of construction分类
通用工业技术引用本文复制引用
汪厚明,肖梅玲,高志超,吴正,孙意武,刘成鑫,梁海洋..磷石膏砌块在高烈度地震下的抗震性能与非结构设计[J].哈尔滨商业大学学报（自然科学版）,2025,41(5):571-579,9.
