隔震建筑检查方法及实例
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摘要
随着隔震建筑数量的快速增加以及高层化的发展,隔震建筑在设计、建造、使用过程中难免会有不合理的状况出现,为保证隔震建筑的正常使用及在地震中发挥隔震功能,对隔震建筑进行相关检查是相当必要的。首先介绍了日本的相关隔震建筑检查方法,隔震建筑的检查涉及隔震装置、隔震层及隔震建筑物周边、柔性接头及管线等。然后以日本的一幢高层隔震建筑的竣工检查及定期检查为例进一步说明隔震建筑检查的过程。最后结合我国国情,提出隔震建筑检查的建议。
With the rapid increasing of isolated building,as well as high-level development,isolated building will be unreasonable conditions inevitably in the design,construction and using phase. In order to ensure the normal use of the isolated building and isolation function during earthquake,relevant checking of the isolated building is necessary.Firstly,checking standards of Japan isolated building is introduced. Checking of the isolated building involves the isolation device,the isolation layer and the surrounding of the building,flexible joints and pipelines. Then,completion checking and regular checking of a high-rise isolated building in Japan are using as an example to further illustrate the process of checking. Finally,considering the situation of China,the recommendations of checking of the isolated building is put forward.
With the rapid increasing of isolated building,as well as high-level development,isolated building will be unreasonable conditions inevitably in the design,construction and using phase. In order to ensure the normal use of the isolated building and isolation function during earthquake,relevant checking of the isolated building is necessary.Firstly,checking standards of Japan isolated building is introduced. Checking of the isolated building involves the isolation device,the isolation layer and the surrounding of the building,flexible joints and pipelines. Then,completion checking and regular checking of a high-rise isolated building in Japan are using as an example to further illustrate the process of checking. Finally,considering the situation of China,the recommendations of checking of the isolated building is put forward.
引文
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[2]Skinner R I,Robinson W H,McVerry G H.An introduction to seismic isolation[M].New York:John Wiley&Sons,1993
[3]Naeim F,Kelly J M.Design of seismic isolated structures[M].New York:John Wiley&Sons,1999
[4]郭迅.汶川大地震震害特点与成因分析[J].地震工程与工程振动,2009,29(6):74-87(Guo Xun.Characteristics and mechanism analysis of the great Wenchuan earthquake[J].China Earthquake Engineering and Engineering Vibration,2009,29(6):74-87(in Chinese))
[5]李英民,韩军,刘立平,等.“5.12”汶川地震砌体结构房屋震害调查与分析[J].西安建筑科技大学学报,2009,41(5):606-611(Li Yingmin,Han Jun,Liu Liping,et al.Investigation and analysis of masonry building damage caused by the 5·12 Wenchuan earthquake,Sichuan Province[J].China Journal of Xi’an University of Architecture&Technology,2009,41(5):606-611(in Chinese))
[6]刘建伟,李英民,刘立平,等.汶川地震钢筋混凝土柱单层工业厂房震害及分析[J].地震工程与工程振动,2010,30(6):13-18(Liu Jianwei,Li Yingmin,Liu Liping,et al.Damage to single-story industry mill building with RC columns during M8.0 Wenchuan earthquake[J].China Earthquake Engineering and Engineering Vibration,2010,30(6):13-18(in Chinese))
[7]免震建物の維持管理基準[S].2007(Seismic isolation building maintenance standards[S].2007(in Japanese))
[8]ライオンズステージ立川ラフィーナタワー免震建物の竣工時点検結果報告書[R].日本:高環境エンジニアリング,2006(Report of checking result after completion of Lions Stage Tachikawa Rafina Tower seismic isolation building[R].Japan:Engineering Advanced Environment,2006(in Japanese))
[9]ライオンズステージ立川ラフィーナタワー免震建物の竣工後1年目定期点検結果報告書[R].日本:高環境エンジニアリング,2007(Report of checking result 1year after completion of Lions Stage Tachikawa Rafina Tower seismic isolation building[R].Japan:Engineering Advanced Environment,2007(in Japanese))
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