|
|
砌体结构抗震加固研究进展
|
Abstract:
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。
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.
| [1] | 郭晓云, 唐永明, 陈杰. FRP对砌体结构抗震加固的研究进展[J]. 防灾科技学院学报, 2020, 22(4): 36-42. |
| [2] | 曲烽豪, 尹世平, 王飞, 等. 纤维编织网增强混凝土双面加固不同损伤程度砌体墙抗震性能试验研究[J]. 建筑结构学报, 2023, 44(S1): 83-91. |
| [3] | 尹世平, 曲烽豪, 王飞, 等. TRC单面加固受损砖砌体墙抗震性能研究与受剪承载力分析[J]. 建筑结构学报, 2023, 44(S2): 107-115. |
| [4] | 陈氏凤, 王激扬, 沈军, 等. 纤维编织网混凝土单侧加固砌体墙的拟静力试验研究[J]. 混凝土, 2022(4): 56-60. |
| [5] | Bertolesi, E., Buitrago, M., Giordano, E., Calderón, P.A., Moragues, J.J., Clementi, F., et al. (2020) Effectiveness of Textile Reinforced Mortar (TRM) Materials in Preventing Seismic-Induced Damage in a U-Shaped Masonry Structure Submitted to Pseudo-Dynamic Excitations. Construction and Building Materials, 248, Article 118532. https://doi.org/10.1016/j.conbuildmat.2020.118532 |
| [6] | ElGawady, M.A., Lestuzzi, P. and Badoux, M. (2005) Aseismic Retrofitting of Unreinforced Masonry Walls Using FRP. Composites Part B: Engineering, 37, 148-162. https://doi.org/10.1016/j.compositesb.2005.06.003 |
| [7] | Cosgun, T., Uzdil, O., Sayin, B. and Zengin, K.K. (2022) Seismic Vulnerability Assessment of a Masonry Structure and an FRP-Strengthening Proposal. Case Studies in Construction Materials, 17, e01680. https://doi.org/10.1016/j.cscm.2022.e01680 |
| [8] | 熊雯磊, 王珍珍, 周智, 等. 海南火山石砌体结构的FRP抗震加固试验研究[J]. 自然灾害学报, 2023, 32(1): 161-170. |
| [9] | 景杰婧, 周长东. 内嵌纤维增强复合材料加固砌体结构研究进展[J]. 土木与环境工程学报(中英文), 2023, 45(1): 209-224. |
| [10] | Dan, L. and Dejian, Y. (2011) Seismic Property and Influential Factors Analysis of Reinforced Brick Masonry Wall with CFRP. 2011 International Conference on Consumer Electronics, Communications and Networks (CECNet), Xianning, 16-18 April 2011, 1639-1642. https://doi.org/10.1109/cecnet.2011.5769275 |
| [11] | Olivito, R.S., Scuro, C., Porzio, S. and Codispoti, R. (2019) Experimental and Analytical Analysis on a Masonry Arch Strengthened with Basalt FRCM. Procedia Structural Integrity, 24, 310-318. https://doi.org/10.1016/j.prostr.2020.02.028 |
| [12] | 吴乐乐, 唐曹明, 罗开海, 等. 水泥砂浆面层加固砌体墙抗震可靠指标研究[J]. 世界地震工程, 2023, 39(2): 42-51. |
| [13] | 吴乐乐, 唐曹明, 黄世敏, 等. 钢筋网水泥砂浆面层加固低强度砖砌体结构的地震易损性分析[J]. 建筑科学, 2023, 39(5): 54-65. |
| [14] | 吴碧野, 戴君武, 柏文. 钢筋网砂浆面层加固震损砖墙抗震性能模拟[J]. 地震工程与工程振动, 2021, 41(5): 79-89. |
| [15] | Ma, P., Xin, R. and Yao, J. (2021) Assessment of Failure Mode and Seismic Performance of Damaged Masonry Structures Retrofitted with Grout-Injected Ferrocement Overlay Reinforcement (GFOR). Construction and Building Materials, 305, Article 124778. https://doi.org/10.1016/j.conbuildmat.2021.124778 |
| [16] | 张风亮, 梁钰强, 刘祖强, 等. 聚丙烯网水泥砂浆面层加固砖砌体农房振动台试验研究[J]. 建筑结构学报, 2024, 45(5): 69-80. |
| [17] | 张风亮, 马东, 刘祖强, 等. 单面聚丙烯网聚合物砂浆加固砖砌体墙抗震性能试验研究[J]. 建筑结构学报, 2024, 45(12): 137-147. |
| [18] | Tian, P., Yang, W., Cao, C., Bian, Z., Yun, Z. and Lu, J. (2024) A Study of the Seismic Resistance Performance of Strengthened Masonry Walls Using Polypropylene Mesh-Composite on the Surface. Structures, 68, Article 107270. https://doi.org/10.1016/j.istruc.2024.107270 |
| [19] | 刘海平, 董方园, 蒋芳明, 等. 纤维增强水泥基复合材料(ECC)面层加固砌体墙的压剪性能研究[J]. 工程力学, 2023, 41(12): 201-214. |
| [20] | 寇佳亮, 马铭, 孙国兴, 等. 高延性混凝土加固震损弱粘结古旧砌体抗震性能试验研究[J]. 自然灾害学报, 2022, 31(6): 142-152. |
| [21] | 寇佳亮, 樊明艳, 孙国兴, 等. 高延性混凝土加固震损古旧砌体抗震性能试验及恢复力模型研究[J]. 振动与冲击, 2022, 41(7): 106-115+125. |
| [22] | 张伟, 贺晶晶, 胡炜, 等. 高延性混凝土加固砌块砌体墙抗震性能试验及承载力研究[J/OL]. 工程力学, 1-14. http://kns.cnki.net/kcms/detail/11.2595.o3.20240612.1136.014.html, 2025-04-27. |
| [23] | 刘国安, 王欣, 杨哲, 等. HFMRPC面层加固带窗洞口砌体墙抗震性能试验研究[J]. 防灾减灾工程学报, 2023, 43(4): 752-762+777. |
| [24] | 王欣, 高永超, 陈浩, 等. HFMRPC加固不同高宽比砌体窗间墙抗震性能试验研究[J]. 防灾减灾工程学报, 2023, 43(5): 1057-1066+1111. |
| [25] | Zhang, M., Ding, K., Pang, L. and Ding, J. (2023) In-Plane/Out-of-Plane Seismic Performance of Masonry Infilled RC Frame Structure Made of Nano-SiO2 Reinforced Mortar: Experimental Study. Journal of Building Engineering, 68, Article 106104. https://doi.org/10.1016/j.jobe.2023.106104 |
| [26] | 刘链波, 何忠茂, 杨国江, 等. 嵌筋加固墙体抗震性能试验研究[J]. 工程抗震与加固改造, 2023, 45(4): 118-122+129. |
| [27] | 刘洋, 刘阳, 田颖, 等. 喷涂聚氨酯弹性体加固砌体墙抗震性能试验研究[J]. 工程力学, 2024, 41(4): 174-183. |
| [28] | Ranjan, N., Banerjee, S., Nayak, S. and Das, S. (2024) Seismic Safety Evaluation of Coir and Nylon Fiber-Reinforced Masonry Building Models Subjected to Bi-Axial Shaking Table Test. Journal of Building Engineering, 85, Article 108767. https://doi.org/10.1016/j.jobe.2024.108767 |
| [29] | Ranjan, N., Banerjee, S., Nayak, S. and Das, S. (2024) Upgrading Seismic Safety of Masonry Building Models Built Using Recycled Waste Fiber-Reinforced Mortar through Uni-Axial Shake Table Testing. Structures, 65, Article 106624. https://doi.org/10.1016/j.istruc.2024.106624 |
| [30] | 李杜渊, 陈洪敏, 刘文超, 等. 高性能聚合物砂浆组合加固砌体墙抗震性能与工程应用[J]. 建筑结构, 2022, 52(S2): 725-729. |
| [31] | 乔崎云, 许虎, 杨璟, 等. 钢-聚合物砂浆加固震损后砌体结构振动台试验研究[J]. 自然灾害学报, 2023, 32(6): 141-150. |
| [32] | 乔崎云, 高晓鹏, 曹万林, 等. CFRP-聚合物砂浆加固震损构造柱约束砖砌体墙试验研究[J]. 工程抗震与加固改造, 2024, 46(1): 133-141. |
| [33] | Zhong, Z., Pan, J., Shen, J., Wang, H., Zhang, Y. and Du, X. (2024) Experimental Study on Seismic Performance of Damaged Masonry Walls Reinforced with High-Polymer Cementitious Composite Material. Journal of Building Engineering, 96, Article 110629. https://doi.org/10.1016/j.jobe.2024.110629 |
