SEISMIC APPRAISAL AND STRENGTHENING DESIGN OF A STOREY-ADDING-FRAME STRUCTURE
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摘要: 某6层框架结构工业厂房,因其使用功能改变,要求加层改造为9层框架结构的旅馆。依照现行规范,对原建筑进行了现场检测和抗震鉴定,结果表明原建筑符合现行各项规范要求;针对结构直接加层带来的基础承载力不足、梁承载力不足、柱轴压比超限及层间位移超限等问题,提出在原结构基础上采用压力注浆法加固基础、扩大截面法加固梁柱及增加短肢剪力墙来提高结构侧移刚度等加固措施,并进行了加固后的抗震验算分析,取得了良好的效果。Abstract: Because of the change of functions,a six-story frame industrial workshop was reconstructed to a nine-story frame structure building used as hotel.The field inspection and seismic appraisal of the original building were carried out,the results could meet various requirements of the present Chinese code.According to the problems when storey adding directly,for instance,the ratios of the axial compression to axial compressive strength of some frame columns would be beyond the limit,the longitudinal reinforcement ratios of frame beams would be less than the service level,and some stories drift would be beyond the limit of seismic design code,strengthening designs,including pressure grouting in treatment for foundation like enlarging cross-section of columns and beams,and adding short pier shear wall to increase the lateral displacement stiffness of structure were provided.Based on the analysis of the structure after strengthening,the effect of the seismic strengthening design was excellent.
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Key words:
- frame structure /
- aseismic /
- inspection /
- storey adding /
- strengthening design
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DBJ0150192北京地区建筑地基基础勘察设计规范[S]. GB50007--2002建筑地基基础设计规范[S]. GB50023--2009建筑抗震鉴定标准[S]. GB50009--2001建筑结构荷载规范[S]. GB50367--2006混凝土结构加固设计规范[S]. GB500II一200l建筑抗震设计规范[S]. JGJ1162009建筑抗震加固技术规程[S]. JGJ1232000既有建筑地基基础加固技术规范[S].
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