SEISMIC EVALUATION AND STRENGTHENING DESIGN OF THE TEACHING BUILDING IN A MIDDLE SCHOOL
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摘要: 上海市某中学主体教学楼为砖混结构,建于1985年,1991年对实验楼及通廊进行扩建,原设计抗震设防分类为丙类,6度抗震设防。通过对教学楼进行全面结构检测和抗震鉴定,评定结果表明,原房屋依据现行规范构造柱设置不足、砂浆强度较低、多数纵向墙段抗震及受压承载力不足,整体抗震性能不满足现行抗震规范的相关规定。针对以上问题,提出相应的加固方案,加固后的结构基本达到重点设防类抗震设防标准,后续使用年限为40年。Abstract: The main teaching building of a middle school in Shanghai is the masonry structure,founded in 1985,following the expansion of the laboratory building and the corridor in 1991.The original design of earthquake-proofing of the original design was classified as Class C,with an earthquake fortification intensity of 6 degree.A comprehensive structural seismic evaluation of teaching building was done based on current norms.The evaluation results showed that the number of constructional columns was inadequate,mortar strength was much lower than the normal value,most of the vertical walls' antiseism and compressive bearing capacity were insufficient,thus,the overall seismic performance could not meet the requirements of current seismic code regulations.In accordance with the results of the evaluation,the strengthening method was put forward to achieve fortification class seismic standards and follow-up using period of 40 years for the teaching building.
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Key words:
- masonry structure /
- seismic evaluation /
- structure detection /
- strengthening method
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[2] GB/T503152000砌体工程现场检测技术标准[S]. JGJ/T232001回弹法检测混凝土抗压强度技术规程[S]. [3] JC/T7961999回弹仪评定烧结普通砖强度等级的方法[S]. [4] GB500072002建筑地基基础设计规范[S]. [5] JGJ82007建筑变形测量规程[S]. [6] GB500232009建筑抗震鉴定标准[S]. [7] GB500092001建筑结构荷载规范[S]. [8] GB500032001砌体结构设计标准[S]. [9] GB500112010建筑抗震设计规范[S]. [10] JGJ1162009建筑抗震加固技术规程[S]. [11] JGJ1452004混凝土结构后锚固技术规程[S]. [12] 陈大川,李华辉.汶川地震后某中学综合楼抗震鉴定与加固设计[J].工业建筑,2009,39(8):4-7. [13] 谈永奎.砖墙体加固抗震性能的试验比较[J].工业建筑,2001,31(7):65-68. [14] 林文修.混凝土结构加固方法与实施要点[M].北京:中国建筑工业出版社,2008.
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