防灾减灾工程学报
防災減災工程學報
방재감재공정학보
JOURNAL OF DISASTER PREVENTION AND MITIGATION ENGINEERING
2010年
2期
171-176
,共6页
在役历史保护建筑%检测鉴定%时变安全性模型%无损检测
在役歷史保護建築%檢測鑒定%時變安全性模型%無損檢測
재역역사보호건축%검측감정%시변안전성모형%무손검측
existing preserved building%test appraisal%time-dependent security model%nondestructive test
古旧建筑经多年使用之后,由于各种原因造成材料劣化、结构损伤等,在抗震性能和结构安全性方面存在一定的隐患.近年来,我国建筑结构检测工作广泛开展,如何更充分地利用这些珍贵的检测成果是一个值得思考的课题.本文针对建于20世纪40年代末的某历史保护建筑物,根据前后相隔10年的2次结构检测鉴定结果,分析了建筑物服役过程中,其材料、构件性能、结构安全性等方面的变化规律,以及造成构件损坏的主要原因.鉴定结果认为,该建筑物整体性依然良好,能满足历史建筑物保护和结构承载能力的要求.同时,结合该建筑物现状,分析了其结构构件时变安全性,为采取合理的加固措施提供了依据.
古舊建築經多年使用之後,由于各種原因造成材料劣化、結構損傷等,在抗震性能和結構安全性方麵存在一定的隱患.近年來,我國建築結構檢測工作廣汎開展,如何更充分地利用這些珍貴的檢測成果是一箇值得思攷的課題.本文針對建于20世紀40年代末的某歷史保護建築物,根據前後相隔10年的2次結構檢測鑒定結果,分析瞭建築物服役過程中,其材料、構件性能、結構安全性等方麵的變化規律,以及造成構件損壞的主要原因.鑒定結果認為,該建築物整體性依然良好,能滿足歷史建築物保護和結構承載能力的要求.同時,結閤該建築物現狀,分析瞭其結構構件時變安全性,為採取閤理的加固措施提供瞭依據.
고구건축경다년사용지후,유우각충원인조성재료열화、결구손상등,재항진성능화결구안전성방면존재일정적은환.근년래,아국건축결구검측공작엄범개전,여하경충분지이용저사진귀적검측성과시일개치득사고적과제.본문침대건우20세기40년대말적모역사보호건축물,근거전후상격10년적2차결구검측감정결과,분석료건축물복역과정중,기재료、구건성능、결구안전성등방면적변화규률,이급조성구건손배적주요원인.감정결과인위,해건축물정체성의연량호,능만족역사건축물보호화결구승재능력적요구.동시,결합해건축물현상,분석료기결구구건시변안전성,위채취합리적가고조시제공료의거.
The old buildings will bring about much potential danger on anti-seismic performance and structure security after many years.It is because of material degradation,structural damage and etc,which result from many reasons.In the past few years,the structure test projects have been developed sharply and widely.Therefore,it is worth of research that how to use such valuable test and appraisal results more effectively.Based on the tests of different periods (every decade) for a historic building (Franklin Ray Hall) in Shanghai University that was built at the end of 1940s,the paper analyzes the variation of construction materials,components performance,structure security and etc during its in-service process and the major reasons that result in damage of structure members.The appraisal results show that the construction integrity is in good shape and can meet the demands of historic building protection as well as structure resistant capacity.In addition,the component time-dependent security of the building is also analyzed,which provides support for reasonable reinforcement measures.