古建筑振动标准分级探讨
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摘要
为了对城市古建进行微振动控制,尤其是对交通振动的控制,本工作总结了国内外古建筑振动控制标准,提出了古建筑微振动控制的基本前提和考虑因素。分析了《古建筑防工业振动技术规范》中存在的问题。基于既有国标研究成果,提出了一种考虑古建筑维修历史、保护现状的振动控制标准降级方法,并汇总形成了适用于城市古建筑的微振动控制矩阵。
The standards for vibration contral at home and abroad were summarized.The factors that should be considered in mirco vibration control for historic buildings are proposed.Some problems in "Technical specifications for protection of historic buildings against man-made vibration" are analyzed.Based on the existing research results in this code,a method for lowering vibration control limit for historic buildings is proposed,in which conservation history and current conditions of historic buildings are considered.Finally a matrix for controlling micro vibration for historic buildings in cities is proposed.
The standards for vibration contral at home and abroad were summarized.The factors that should be considered in mirco vibration control for historic buildings are proposed.Some problems in "Technical specifications for protection of historic buildings against man-made vibration" are analyzed.Based on the existing research results in this code,a method for lowering vibration control limit for historic buildings is proposed,in which conservation history and current conditions of historic buildings are considered.Finally a matrix for controlling micro vibration for historic buildings in cities is proposed.
引文
[1]Bata M.Effects on buildings of vibrations caused by traffic[J].Buil Sci,1971,6(4):221-246.
[2]Clemente P,Rinaldis D.Protection of a monumental buildingagainst traffic-induced vibrations[J].Soil Dyn Earthq Eng,1998,17(5):289-296.
[3]Bongiovanni G,Clemente P,Rinaldis D,et al.Traffic-inducedvibrations in historical buildings[C]∥Proceedings of the 8th Inter-national Conference on Structural Dynamics,Leuven,Belgium,2011:812-819.
[4]Breccolotti M,Materazzi A L,Salciarini D,et al.Vibrations in-duced by the new underground railway line in Palermo,Italy-experimental measurements and FE modeling[C]∥Proceedings ofthe 8th International Conference on Structural Dynamics,Leuven,Belgium,2011:719-726.
[5]王京礼,苏广丰.焦枝铁路对洛阳龙门石窟的环境影响[J].铁道标准设计通讯,1991,12:35-39.WANG Zong-li,SU Guang-feng.Environmental impact on Long-men Grottoes in Luoyang by Jiaozhi Railway[J].Railway StandDes,1991,12:35-39.
[6]马蒙,刘维宁,丁德云.地铁列车引起的振动对西安钟楼的影响[J].北京交通大学学报,2010,34(4):88-92.MA Meng,LIU Wei-ning,DING De-yun.Influence of metro train-induced vibration on Xi'an Bell Tower[J].J Beijing JiaotongUniv,2010,34(4):88-92.
[7]Ma M,Markine V L,Liu W N,et al.Metro train-induced vibra-tions on historic buildings in Chengdu,China[J].J ZhejiangUniv-S A,2011,12(10):782-793.
[8]钱春宇,郑建国,宋春雨.西安钟楼台基受地铁运行振动响应的分析[J].世界地震工程,2011,26(S1):177-181.QIAN Chun-yu,ZHENG Jian-guo,SONG Chun-yu.Dynamic re-sponse analysis of Bell Tower foundation induced by train running onmetro in Xi'an[J].World Earthq Eng,2011,26(S1):177-181.
[9]陈文化.正阳门城楼、箭楼、团城古建筑现状微震动测试分析报告[R].北京:北京市轨道交通建设管理有限公司,北京交通大学,北京市文物局,2008.CHEN Wen-hua.Report of measurement and analysis of micro vi-bration for historic buildings in Beijing[R].Company of Beijingrail transit construction and management,Beijing Jiaotong Universi-ty,Beijing Cultural Relic Bureau,2008.
[10]DIN4150-3 Structural vibration Part 3:effects of vibration on struc-ture[S].1999.
[11]SN 640312a Erschütterungen;Erschütterungs-einwirkungen auf Bau-werke[S].Schweizerische Normenvereinigung SNV,Zürich:1992.
[12]中国工程建设标准化协会建筑振动专业委员会.建筑振动工程手册[M].北京:中国建筑工业出版社,2002.Group of Building Vibration of CAECS.Engineering handbook forbuilding vibrations[M].Beijing:China Building Industry Press,2002.
[13]Remington P J,Kurzweil L G.Low-frequency noise and vibrationsfrom trains[M]//Nelson P M.Transportation noise.London:Butterworth&Co.Ltd.,1987.
[14]杨先健,潘复兰.环境振动中古建筑的防振保护[C]∥中国土木工程学会第七届土力学及基础工程学术会议论文集,西安,1994.YANG Xian-jian,PAN Fu-lan.Historic buildings,protectionagainst environment vibration[C]//Conference of 7th SoilMechanics and Foundation Engineering by CCES,Xi'an,1994.
[15]中华人民共和国行业标准.JBJ16-88机械工业环境保护设计规定[S].北京:中国建筑工业出版社,1988.JBJ16-88 Design code for environment protection of machineryindustry[S].Beijing:China Building Industry Press,1988.
[16]中华人民共和国国家标准.GB/T50452-2008古建筑防工业振动技术规范[S].北京:中国建筑工业出版社,2008.GB/T 50452-2008 Technical specifications for protection of histor-ic buildings against man-made vibration[S].Beijing:ChinaBuilding Industry Press,2008.
[17]潘复兰.古建筑防工业振动的研究[J].文物保护与考古科学,2008,20(增刊):104-108.PAN Fu-lan.Study on protection of historic building againstman-made vibration[J].Sci Conserv Archaeol,2008,20(suppl):104-108.
[2]Clemente P,Rinaldis D.Protection of a monumental buildingagainst traffic-induced vibrations[J].Soil Dyn Earthq Eng,1998,17(5):289-296.
[3]Bongiovanni G,Clemente P,Rinaldis D,et al.Traffic-inducedvibrations in historical buildings[C]∥Proceedings of the 8th Inter-national Conference on Structural Dynamics,Leuven,Belgium,2011:812-819.
[4]Breccolotti M,Materazzi A L,Salciarini D,et al.Vibrations in-duced by the new underground railway line in Palermo,Italy-experimental measurements and FE modeling[C]∥Proceedings ofthe 8th International Conference on Structural Dynamics,Leuven,Belgium,2011:719-726.
[5]王京礼,苏广丰.焦枝铁路对洛阳龙门石窟的环境影响[J].铁道标准设计通讯,1991,12:35-39.WANG Zong-li,SU Guang-feng.Environmental impact on Long-men Grottoes in Luoyang by Jiaozhi Railway[J].Railway StandDes,1991,12:35-39.
[6]马蒙,刘维宁,丁德云.地铁列车引起的振动对西安钟楼的影响[J].北京交通大学学报,2010,34(4):88-92.MA Meng,LIU Wei-ning,DING De-yun.Influence of metro train-induced vibration on Xi'an Bell Tower[J].J Beijing JiaotongUniv,2010,34(4):88-92.
[7]Ma M,Markine V L,Liu W N,et al.Metro train-induced vibra-tions on historic buildings in Chengdu,China[J].J ZhejiangUniv-S A,2011,12(10):782-793.
[8]钱春宇,郑建国,宋春雨.西安钟楼台基受地铁运行振动响应的分析[J].世界地震工程,2011,26(S1):177-181.QIAN Chun-yu,ZHENG Jian-guo,SONG Chun-yu.Dynamic re-sponse analysis of Bell Tower foundation induced by train running onmetro in Xi'an[J].World Earthq Eng,2011,26(S1):177-181.
[9]陈文化.正阳门城楼、箭楼、团城古建筑现状微震动测试分析报告[R].北京:北京市轨道交通建设管理有限公司,北京交通大学,北京市文物局,2008.CHEN Wen-hua.Report of measurement and analysis of micro vi-bration for historic buildings in Beijing[R].Company of Beijingrail transit construction and management,Beijing Jiaotong Universi-ty,Beijing Cultural Relic Bureau,2008.
[10]DIN4150-3 Structural vibration Part 3:effects of vibration on struc-ture[S].1999.
[11]SN 640312a Erschütterungen;Erschütterungs-einwirkungen auf Bau-werke[S].Schweizerische Normenvereinigung SNV,Zürich:1992.
[12]中国工程建设标准化协会建筑振动专业委员会.建筑振动工程手册[M].北京:中国建筑工业出版社,2002.Group of Building Vibration of CAECS.Engineering handbook forbuilding vibrations[M].Beijing:China Building Industry Press,2002.
[13]Remington P J,Kurzweil L G.Low-frequency noise and vibrationsfrom trains[M]//Nelson P M.Transportation noise.London:Butterworth&Co.Ltd.,1987.
[14]杨先健,潘复兰.环境振动中古建筑的防振保护[C]∥中国土木工程学会第七届土力学及基础工程学术会议论文集,西安,1994.YANG Xian-jian,PAN Fu-lan.Historic buildings,protectionagainst environment vibration[C]//Conference of 7th SoilMechanics and Foundation Engineering by CCES,Xi'an,1994.
[15]中华人民共和国行业标准.JBJ16-88机械工业环境保护设计规定[S].北京:中国建筑工业出版社,1988.JBJ16-88 Design code for environment protection of machineryindustry[S].Beijing:China Building Industry Press,1988.
[16]中华人民共和国国家标准.GB/T50452-2008古建筑防工业振动技术规范[S].北京:中国建筑工业出版社,2008.GB/T 50452-2008 Technical specifications for protection of histor-ic buildings against man-made vibration[S].Beijing:ChinaBuilding Industry Press,2008.
[17]潘复兰.古建筑防工业振动的研究[J].文物保护与考古科学,2008,20(增刊):104-108.PAN Fu-lan.Study on protection of historic building againstman-made vibration[J].Sci Conserv Archaeol,2008,20(suppl):104-108.
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