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通过对云南省2014年“10.07景谷地震”震后建筑结构安全性检测及抗震性能鉴定结果的归纳总结,得出如下结论:应准确分析框架结构梁柱节点与柱脚的损伤情况、填充墙的分布和梁柱施工缝留置位置及其处理方式对结构安全性及抗震性能的影响;应正确评价单跨框架、纵向框架梁按照连系梁设计的框架结构的安全性;应重视对填充墙门窗洞口处圈过梁、构造柱设置等抗震措施的检测,并充分考虑其对结构安全性的影响;砌体结构教学楼应重视抗震概念对结构安全性及其抗震承载性能的影响;若检测时室外回填尚未完成或未达设计要求,应在鉴定时充分考虑该因素对结构安全性的影响,并应及时建议按设计要求完成回填。
Through summarizing and summarizing the results of seismic safety test and seismic performance appraisal of 2014 Jingu earthquake after “10.07” earthquake in Yunnan Province, the following conclusions are drawn: The damage of the joint and column foot of beam-column in frame structure should be accurately analyzed, The distribution of the wall and the placement of the beam and the column construction joints and the effect of the treatment method on the structural safety and seismic performance; the safety of the single-span frame and the longitudinal frame beam according to the frame structure designed by the tie-beam should be correctly evaluated; Wall and window openings, such as lapped beams and structural columns, and taking full account of its impact on structural safety. The masonry structure teaching building should pay attention to the influence of seismic concept on structural safety and seismic load-carrying capacity. When testing, the outdoor backfill has not been completed or has not reached the design requirements. The impact of this factor on the structural safety should be fully considered during the appraisal. Backfilling should be timely completed according to the design requirements.