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北京某既有建筑抗震加固改造設(shè)計(jì)與施工*
劉 浩,劉 航,楊學(xué)中,郭青驊
摘 要

 

(北京市建筑工程研究院有限責(zé)任公司,北京 100039)

[摘要]  北京市某既有建筑建于2006年,原設(shè)計(jì)抗震設(shè)防分類為丙類,8度抗震設(shè)防。本文依據(jù)國(guó)家建筑工程質(zhì)量檢測(cè)中心出具的抗震鑒定報(bào)告結(jié)果,提出了相應(yīng)的加固方案,加固后的結(jié)構(gòu)抗震性能達(dá)到了相應(yīng)規(guī)范要求,后續(xù)使用年限為30年。

[關(guān)鍵詞]  剪力墻結(jié)構(gòu);結(jié)構(gòu)加固;抗震鑒定

中圖分類號(hào):TU746.3      文獻(xiàn)標(biāo)識(shí)碼:A        文章編號(hào):1002-848X(2013)S1-1397-05

*北京市科技項(xiàng)目既有建筑結(jié)構(gòu)安全性加固綜合技術(shù)服務(wù)”(Z111106055111013)資助。

作者簡(jiǎn)介:劉浩,碩士,Emailjeffliu3013@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)

AbstractThe 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

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