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(北京市建筑工程研究院有限責任公司，北京 100039)

[摘要]  北京市某既有建筑建于2006年，原設計抗震設防分類為丙類，8度抗震設防。本文依據國家建筑工程質量檢測中心出具的抗震鑒定報告結果，提出了相應的加固方案，加固后的結構抗震性能達到了相應規(guī)范要求，后續(xù)使用年限為30年。

[關鍵詞]  剪力墻結構；結構加固；抗震鑒定

中圖分類號：TU746.3      文獻標識碼：A        文章編號：1002-848X(2013)S1-1397-05

*北京市科技項目“既有建筑結構安全性加固綜合技術服務”(Z111106055111013)資助。

作者簡介：劉浩，碩士，Email：jeffliu3013@vip.163.com。

Design and Construction of Seismic Retrofitting of an Existing Building in Beijing

Liu Hao,Liu Hang,Yang Xuezhong,Guo Qinghua

(Beijing Building Construction Research Institute,Beijing 100039,China)

Abstract：The existing building in Beijing was founded in 2003, the original design of earthquake-proof are classified as Class C, with an earthquake fortification intensity of 8 degree. This paper based on the results of the seismic appraisal report issued by the State Construction Engineering Quality Inspection Center, the strengthening method was put forward to achieve fortification class seismic standards and follow-up using period of 30 years for this building.

Keywords: shear wall structure; seismic retrofitting; seismic qualification