| 6 | 0 | 30 |
| 下载次数 | 被引频次 | 阅读次数 |
浙江教育学院老校区宿舍楼为建造于20世纪50年代的砌体结构历史保护建筑，检测鉴定结果显示结构竖向承载力及抗震性能均较差，且早已到达设计使用年限，需要修缮加固。从结构体系和结构构件2个层面采取加固措施。在老旧砌体端部补充设置横墙，形成了闭合墙体，有效地提高了结构的整体刚度和抗震性能，同时增设圈梁加强结构的整体性和牢固性，采取高延性混凝土对老旧砌体进行加固。分析表明高延性混凝土抗震加固效果明显优于抗压加固效果，混凝土梁加固方式则根据实测混凝土强度采取了包钢法加固，在木楼盖下方加设钢梁的加固方式既保证了结构安全也保留了原建筑的历史风貌，工程项目管理在加固实施过程中起到非常重要的作用。
Abstract：The dormitory building of the old campus of Zhejiang Education University is a masonry structure historical protected building built in the 1950s, adopting the design standards of the former Soviet Union. The inspection and appraisal results show that the vertical bearing capacity and seismic performance of the structure are poor, and it has already reached the design service life, requiring repair and reinforcement. Take reinforcement measures from two levels: structural system and structural components. Adding transverse walls at the end of the old masonry to form a closed wall effectively improves the overall stiffness and seismic performance of the structure, while adding ring beams to enhance the overall integrity and firmness of the structure. Adopting high ductility concrete to reinforce old masonry, analysis shows that the seismic reinforcement effect of high ductility concrete is significantly better than the compressive reinforcement effect. The reinforcement method for concrete beams was based on the measured strength of the concrete and adopted the steel encased reinforcement method. The reinforcement method of adding steel beams under the wooden building cover not only ensures structural safety but also preserves the historical style of the original building. Engineering project management plays a very important role in the reinforcement implementation process.
[1]刘勇，肖洪，顾士星，等.杭州外国语学院老校区艺体楼历保建筑墙体加固方案分析[J].北京建筑大学学报，2025,41(1):92-98.LIU Y, XIAO H, GU S X, et al Analysis of reinforcement scheme for the walls of the art and sports building in the old campus of Hangzhou Foreign Studies University[J].Journal of Beijing Jianzhu University, 2025, 41(1):92-98.(in Chinese)
[2]张云海，周清，齐麟.黄河三角洲地区老旧砌体住宅的调查与抗震加固改造——滨州市为例[J].工程抗震与改造加固，2021,43(3):147-154.ZHANG Y H,ZHOU Q,QI L. Investigation and seismic reinforcement of old masonry residential buildings in the Yellow River Delta Region:a case study of Binzhou City[J]. Engineeringseismic Resistance and Retrofitting Reinforcement,2021,43(3):147-154.(in Chinese)
[3]李阳，张俏，张国庆.某老旧房屋砌体结构抗震加固及改造设计[J].建筑结构，2019,49(18):136-140.LI Y,ZHANG Q,ZHANG G Q. Seismic reinforcement and renovation design of masonry structure in an old building[J]. Building Structures, 2019, 49(18):136-140.(in Chinese)
[4]张玉梅.农村居民自建住房抗震鉴定加固探讨[J].建筑结构，2022,52(16):107-110.ZHANG Y M. Discussion on seismic appraisal and reinforcement of self-built houses by rural residents[J].Building Structures, 2022, 52(16):107-110.(in Chinese)
[5]吴清，许锦燕，刘湘，等.低强度砂浆砌体抗震加固设计分析[J].建筑结构，2020,50(12):116-120.WU Q, XU J Y, LIU X, et al. Analysis of seismic reinforcement design for low strength mo rtar masonry[J]. Building Structures, 2020, 50(12):116-120.(in Chinese)
[6]高润东，张永辉，李向民.砖砌体结构耐久性劣化与加固修复的抗震性能试验研究[J].建筑结构，2024,54(16):151-158.GAO R D, ZHANG Y H, LI X M. Experimental study on seismic performance of durability degradation and reinforcement repair of brick masonry structures[J].Building Structures, 2024, 54(16):151-158.(in Chinese)
[7]陈勇，陈鹏，郑孝党，等.某老办公楼历史文物建筑修缮设计与研究[J].建筑结构，2025,55(7):116-120.CHEN Y, CHEN P, ZHENG X D, et al. Design and research on the renovation of historical and cultural relics in an old office building[J]. Building Structures, 2025,55(7):116-120.(in Chinese)
[8]赵英龙，王睿琳，杨琳．北京城中轴线保护区胡同有机更新探索——以国旺胡同适老化改造为例[J].北京建筑大学学报，2024,40(1):45-53.ZHAO Y L, WANG R L, YANG L. Exploration of organic renewal of hutongs in Beijing urban axis protection area:taking the aging transformation of Guowang Hutong as an example[J]. Journal of Beijing Jianzhu University, 2024, 40(1):45-53.(in Chinese)
基本信息:
DOI：10.19740/j.2096-9872.2026.02.13
中图分类号:TU746.3
引用信息:
[1]肖洪,刘勇,胡树松,等.浙江教育学院老校区宿舍楼历保建筑修缮加固研究[J].北京建筑大学学报,2026,42(02):115-121.DOI:10.19740/j.2096-9872.2026.02.13.
基金信息:
杭州市建设科研项目(2023286); 浙江省省直同人集团创新基金资助项目(2023008)
2026-04-25
2026-04-25