砌体结构抗震加固研究进展
Research Progress on Seismic Strengthening of Masonry Structures
DOI: 10.12677/hjce.2025.144097, PDF,    科研立项经费支持
作者: 张杰明, 周婧婷, 占宗霖, 汪志伟, 石邦宇：云南大学建筑与规划学院，云南 昆明
关键词: 砌体结构；抗震；加固；方法；进展；Masonry Structure； Anti-Vibration； Reinforcement； Method； Progress
摘要: 本文结合30篇论文综述了当前砌体结构的抗震加固方法及其研究进展。由于砌体结构材料脆性大、抗震性能差，地震中易遭破坏，因此抗震加固需求迫切。在砌体加固方面，纤维复合材料以轻质高强见长，适合高层建筑；钢筋网砂浆因成本低廉更适合农村建筑；而聚合物砂浆和高延性混凝土在保护性加固中更具优势。未来，砌体结构抗震加固有望在材料性能、设计规范和施工经济性方面进一步优化。
Abstract: Through a systematic review of 30 peer-reviewed studies, this paper summarizes the current seismic strengthening methods and research progress of masonry structures. Due to the brittleness of masonry structure materials and poor seismic performance, it is easy to be damaged in earthquakes, so the demand for seismic reinforcement is urgent. In terms of masonry reinforcement, fiber composite materials are characterized by light weight and high strength, which are suitable for high-rise buildings. Steel mesh mortar is more suitable for rural buildings because of its low cost; polymer mortar and high ductility concrete have more advantages in protective reinforcement. In the future, the seismic reinforcement of masonry structures is expected to be further optimized in terms of material properties, design specifications and construction economy.
文章引用：张杰明, 周婧婷, 占宗霖, 汪志伟, 石邦宇. 砌体结构抗震加固研究进展[J]. 土木工程, 2025, 14(4): 906-914. https://doi.org/10.12677/hjce.2025.144097

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