古建筑木结构的结构性能研究综述
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摘要
台基、柱脚的平摆浮搁、梁柱节点的半刚性榫卯连接、柱架的生起和侧脚、梁端的雀替、枓栱铺作层以及"大屋盖"等特殊的营造技术,以及水平地震作用下古建筑木构架良好的自复位性能,使得古建筑木结构能历经千百年保存至今。在分析古建筑木结构发展背景和营造特点的基础上,综述了国内外对古建筑木结构木材材性、台基层、柱架层、枓栱铺作层、屋盖层的力学性能,整体结构抗震性能以及修缮加固等方面的研究现状,综合各研究方法和研究内容,指出了目前古建筑木结构结构性能研究领域中存在的问题和尚未涉及的方面,为古建筑木结构结构性能的进一步深入研究以及古建筑的保护提供参考。
The special construction technology of ancient timber structure such as platform foundation,connection type of plinth,joint connection with mortise and tenon,raise and flank feet,decorated bracket,bucket arches and large roof,and the good properties of rocking and self-centering under the effect of horizontal earthquake make the ancient timber structure stand thousands of years.On the basis of analyzing the development background and feature of ancient timber structure,this paper summarizes the research status of ancient timber structure in the following fields: material properties,the mechanical properties of foundation,column-frame,bucket arches,roof,seismic property of whole structure,and strengthening at home and abroad.It points out the existing problems and works that have not yet been covered after summarizing each research methods and research contents,which will provide scientific reference material for the intensive research on structural performance of ancient timber structure and protection of ancient buildings.
引文
[1]张风亮.中国木结构古建筑屋盖梁架体系力学性能研究[D].西安:西安建筑科技大学,2011:31-57.(ZHANG Fengliang.Research on the mechanicalproperties of Chinese ancient timber-frame buildingsroof-beams system[D].Xi’an:Xi’an University ofArchitecture&Technology,2011:31-57.(in Chinese))
    [2]尹思慈.木材学[M].北京:中国林业出版社,1996:3-10.
    [3]刘锡光,李世温.山西省关帝山林区七种主要木材力学性能试验结果报告[J].太原理工大学学报,1960,1(1):1-6.
    [4]陈志勇,祝恩淳,潘景龙.复杂应力状态下木材力学性能的数值模拟[J].计算力学学报,2011,28(4):629-635.(CHEN Zhiyong,ZHU Enchun,PANJinglong.Numerical simulation of mechanical behaviorof wood under complex stress[J].Chinese Journal ofComputational Mechanics,2011,28(4):629-635.(inChinese))
    [5]徐明刚,邱洪兴.古建筑旧木材材料性能试验研究[J].工程抗震与加固改造,2011,33(4):53-56.(XUMinggang,QIU Hongxing.Experimental study onproperties of aged wood of ancient architecture[J].Earthquake Resistant Engineering and Retrofitting,2011,33(4):53-56.(in Chinese))
    [6]李瑜,瞿伟廉,李百浩.古建筑木构件基于累积损伤的剩余寿命评估[J].武汉理工大学学报,2008,30(8):173-177.(LI Yu,QU Weilian,LI Baihao.Residual service life estimation of historic timberstructure[J].Journal of Wuhan University ofTechnology,2008,30(8):173-177.(in Chinese))
    [7]王雪亮.历史建筑木结构基于可靠度理论的剩余寿命评估方法研究[D].武汉:武汉理工大学,2008:116-131.(WANG Xueliang.Research on evaluationmethod of reliability-based residual life of historictimber structure[D].Wuhan:Wuhan University ofTechnology,2008:116-131.(in Chinese))
    [8]姚侃.木结构古建筑的结构特性及抗震性能研究[D].西安:西安建筑科技大学,2006:52-55.(YAOKan.Study on the structural properties and seismicperformance of Chinese historical timber buildings[D].Xi’an:Xi’an University of Architecture&Technology,2006:52-55.(in Chinese))
    [9]张鹏程.中国古代木构建筑结构及其抗震发展研究[D].西安:西安建筑科技大学,2003:82-87.(ZHANG Pengcheng.Study on structure and its seismicbehavior development of Chinese ancient timberstructure buildings[D].Xi’an:Xi’an University ofArchitecture&Technology,2003:82-87.(in Chinese))
    [10]马辉.中国高台基木结构古建筑动力特性及地震反应研究[D].西安:西安建筑科技大学,2011:43-90.(MA Hui.Research on the dynamic characteristic andseismic response of Chinese high pedestal ancienttimber buildings[D].Xi’an:Xi’an University ofArchitecture&Technology,2011:43-90.(in Chinese))
    [11]孟昭博,袁俊,吴敏哲,等.古建筑高台基对地震反应的影响[J].西安建筑科技大学学报:自然科学版,2008,40(6):835-840.(MENG Zhaobo,YUANJun,WU Minzhe,et al.The influence of high-stationbase of ancient building on its seismic responses[J].Journal of Xi’an University of Architecture&Technology:Natural Science Edition,2008,40(6):835-840.(in Chinese))
    [12]王鑫,孟昭博,刘增荣.高台基木结构在交通载荷作用下的振动响应研究[J].力学与实践,2010,32(4):40-46.(WANG Xin,MENG Zhaobo,LIUZengrong.Dynamic response of a timber structure withhigh-platform foundation under traffic loads[J].Mechanics in Engineering,2010,32(4):40-46.(inChinese))
    [13]姚佩歆.木结构古建筑特殊构件雀替、生起和侧脚的受力分析[D].西安:西安建筑科技大学,2011:43-55.(YAO Peixin.Study on the force analysis ofChinese historical timber buildings’special componentswith Que Ti,Ce Jiao and Sheng Qi[D].Xi’an:Xi’anUniversity of Architecture&Technology,2011:43-55.(in Chinese))
    [14]李小伟,赵均海,孙姗姗,等.侧脚与斗拱对清代九檩大式殿堂动力性能的影响[J].世界地震工程,2009,25(3):145-149.(LI Xiaowei,ZHAO Junhai,SUN Shanshan,et al.Seismic performance of a timberframe palace with nine-purlin in Qing Dynasty[J].World Earthquake Engineering,2009,25(3):145-149.(in Chinese))
    [15]张锡成.中国木结构古建筑的概念设计思想及抗滑移倒塌性能研究[D].西安:西安建筑科技大学,2010:47-55.(ZHANG Xicheng.Research on theconceptual-design thoughts and sliding collapseperformance of Chinese ancient timber-frame buildings[D].Xi’an:Xi’an University of Architecture&Technology,2010:47-55.(in Chinese))
    [16]李诫(宋).营造法式[M].上海:商务印书馆,1954:21-29.
    [17]程万里,马炳坚.清式木构建筑的节点和榫卯[J].建筑技术,1981,(3):58-64.
    [18]程万里,马炳坚.清式木构建筑的节点和榫卯[J].建筑技术,1981,(5):58-64.
    [19]赵均海.中国古代木结构的结构特性研究[M].西安:西安交通大学出版社,1998:36-43.
    [20]葛鸿鹏.中国古代木结构建筑榫卯加固抗震试验研究[D].西安:西安建筑科技大学,2005:21-52.(GEHongpeng.Experimental study on seismic behavior ofChinese ancient wooden building with strengthenedmortise-tenon[D].Xi’an:Xi’an University ofArchitecture&Technology,2005:21-52.(in Chinese))
    [21]隋.中国古代木构耗能减震机理与动力特性分析[D].西安:西安建筑科技大学,2009:47-56.(SUIYan.Analysis on energy dissipation mechanism anddynamic characteristic for Chinese ancient timberbuildings[D].Xi’an:Xi’an University of Architecture&Technology,2009:47-56.(in Chinese))
    [22]王俊鑫.榫卯连接木结构的静力与动力分析研究[D].昆明:昆明理工大学,2008:26-33.(WANGJunxin.Static and dynamic analysis of mortise-tenonconnection timber structure[D].Kunming:KunmingUniversity of Science and Technology,2008:26-33.(inChinese))
    [23]徐明刚,邱洪兴.中国古代木结构建筑榫卯节点抗震试验研究[J].建筑结构学报,2010,31(增刊2):345-349.(XU Minggang,QIU Hongxing.Experimentalstudy on seismic behavior of mortise-tenon joints inChinese ancient timber buildings[J].Journal ofBuilding Structures,2010,31(Suppl.2):345-349.(inChinese))
    [24]周乾,闫维明,张博.古建筑木构架抗震性能试验[J].灾害学,2010,25(增刊1):195-200.(ZHOUQian,YAN Weiming,ZHANG Bo.Experiment study onaseismic behavior of Chinese ancient wooden structure[J].Journal of Catastrophology,2010,25(Suppl.1):195-200.(in Chinese))
    [25]Suzuki Y,Maeno M.Structural mechanism of traditionalwooden frames by dynamic and static tests[J].Structural Control and Health Monitoring,2006,13(1):508-522.doi:10.1002/stc.153
    [26]Maeno M,Suzuki Y,Ohshita T,Kitahara A.Seismicresponse characteristics of traditional wooden frame byfull-scale dynamic and static tests[C]//13th WCEE.Paper No.1184,Vancouver,Canada:British Columbia,2004.
    [27]Seo J,Choi I,Lee J.Static and cyclic behavior ofwooden frames with tenon joints under lateral load[J].Journal of Structural Engineering,1999,125(3):344-349.
    [28]赵均海,俞茂宏,杨松岩,等.中国古代木结构有限元动力分析[J].土木工程学报,2000,33(1):32-35.(Zhao Junhai,Yu Maohong,Yang Songyan,et al.Dynamic analysis for the ancient superstructure of theeast city gate of Xi’an by FEM[J].China CivilEngineering Journal,2000,33(1):32-35.(inChinese))
    [29]胡卫兵,韩广森,于海平.古建筑榫卯节点刚度分析[J].四川建筑科学研究,2011,37(6):44-47.(HUWeibing,HAN Guangsen,YU Haiping.The analysisabout node stiffness of mortise and tenon in ancientbuilding[J].Sichuan Building Science,2011,37(6):44-47.(in Chinese))
    [30]隋允康,常婧雅,叶红玲.木结构半刚性结点的数值模拟[J].北京工业大学学报,2011,37(9):1298-1303.(SUI Yunkang,CHANG Jingya,YE Hongling.Numerical simulation of semi-rigid nodes in timberstructure based on finite element method[J].Journal ofBeijing University of Technology,2011,37(9):1298-1303.(in Chinese))
    [31]康敏.传统木构建筑榫卯连接静力性能研究[D].北京:北京交通大学,2011:59-66.(KANG Min.Analysis of static performance of mortise and tenon jointin traditional timber structure[D].Beijing:BeijingJiaotong University,2011:59-66.(in Chinese))
    [32]周颖,吕西林.摇摆结构及自复位结构研究综述[J].建筑结构学报,2011,32(9):1-10.(ZHOUYing,LU Xilin.State-of-the-art on rocking and self-centering structures[J].Journal of Building Structures,2011,32(9):1-10.(in Chinese))
    [33]刘大可.古建筑屋面荷载编汇(上)[J].古建园林技术,2001,19(3):58-64.
    [34]刘大可.古建筑屋面荷载编汇(下)[J].古建园林技术,2001,19(4):56-63.
    [35]王天.古代大木作静力初探[M].北京:文物出版社,1992:64-83.
    [36]薛建阳,张鹏程,赵鸿铁.古建木结构抗震机理的探讨[J].西安建筑科技大学学报:自然科学版,2000,32(1):8-11.(XUE Jianyang,ZHANG Pengcheng,ZHAO Hongtie.Study on the aseismic mechanism ofhistoric timber structural building[J].Journal of Xi’anUniversity of Architecture&Technology:NaturalScience Edition,2000,32(1):8-11.(in Chinese))
    [37]赵鸿铁,张锡成,薛建阳,等.中国木结构古建筑的概念设计思想[J].西安建筑科技大学学报:自然科学版,2011,43(4):457-463.(ZHAO Hongtie,ZHANGXicheng,XUE Jianyang,et al.Conceptual designthoughts of Chinese ancient timber buildings[J].Journal of Xi’an University of Architecture&Technology:Natural Science Edition,2011,43(4):457-463.(in Chinese))
    [38]李世温.应县木塔对地震的反应[J].自然科学史研究,1982,1(3):283-288.
    [39]俞茂宏,刘晓东,方东平,等.西安北门箭楼静力与动力特性的试验研究[J].西安交通大学学报,1991,25(3):55-62.(Yu Maohong,Liu Xiaodong,FangDongping,et al.An experimental study of static anddynamic characteristics on the front tower over theancient Xi’an City Wall[J].Journal of Xi’an JiaotongUniversity,1991,25(3):55-62.(in Chinese))
    [40]丁磊,王志骞,俞茂宏.西安鼓楼木结构的动力特性及地震反应分析[J].西安交通大学学报,2003,37(9):986-988.(DING Lei,WANG Zhiqian,YUMaohong.Dynamic characteristics and earthquakeresponses of Xi’an Drum-tower[J].Journal of Xi’anJiaotong University,2003,37(9):986-988.(inChinese))
    [41]周乾,闫维明,周锡元,等.故宫神武门动力特性及地震反应研究[J].工程抗震与加固改造,2009,31(2):90-95.(ZHOU Qian,YAN Weiming,ZHOUXiyuan,et al.Study on dynamical character and seismicresponse of Shen-wu Gate in the Forbidden City[J].Earthquake Resistant Engineering and Retrofitting,2009,31(2):90-95.(in Chinese))
    [42]谢启芳,赵鸿铁,薛建阳,等.汶川地震中木结构建筑震害分析与思考[J].西安建筑科技大学学报:自然科学版,2008,40(5):658-661.(XIE Qifang,ZHAOHongtie,XUE Jianyang,et al.Analysis andinvestigation on the seismic damage of timber buildingsin Wenchuan earthquake[J].Journal of Xi’anUniversity of Architecture&Technology:NaturalScience Edition,2008,40(5):658-661.(in Chinese))
    [43]周乾,闫维明,杨小森,等.汶川地震古建筑震害研究[J].北京工业大学学报,2009,35(3):330-337.(ZHOU Qian,YAN Weiming,YANG Xiaosen,et al.Damage of ancient buildings after Wenchuan earthquakein China[J].Journal of Beijing University ofTechnology,2009,35(3):330-337.(in Chinese))
    [44]周乾,闫维明,李振宝,等.古建筑木结构加固方法研究[J].工程抗震与加固改造,2009,31(1):84-90.(ZHOU Qian,YAN Weiming,LI Zhenbao,et al.Study on strengthening methods of timber structures ofancient buildings[J].Earthquake ResistantEngineering and Retrofitting,2009,31(1):84-90.(inChinese))
    [45]石志敏,周乾,晋宏逵,等.故宫太和殿木构件现状分析及加固方法研究[J].文物保护与考古科学,2009,21(1):15-21.(SHI Zhimin,ZHOU Qian,JINHongkui,et al.Study on mechanical problems andstrengthening methods on some components of the TaihePalace in the Palace Museum[J].Sciences ofConservation and Archaeology,2009,21(1):15-21.(inChinese))
    [46]周乾,闫维明.铁件加固技术在古建筑木结构中应用研究[J].水利与建筑工程学报,2011,9(1):1-5.(ZHOU Qian,YAN Weiming.Application of iron-strengthening techniques in Chinese ancient buildings[J].Journal of Water Resources and ArchitecturalEngineering,2011,9(1):1-5.(in Chinese))
    [47]Plevris N,Triantafillou T.FRP-reinforced wood asstructural material[J].Journal of Materials in CivilEngineering,1992,3(4):300-317.
    [48]谢启芳.中国木结构古建筑加固的试验研究及理论分析[D].西安:西安建筑科技大学,2007:56-78.(XIE Qifang.Experimental study and theoreticalanalysis on strengthening for Chinese ancient timberbuildings[D].Xi’an:Xi’an University of Architecture&Technology,2007:56-78.(in Chinese))
    [49]姚侃,赵鸿铁,薛建阳,等.古建木结构榫卯连接的扁钢加固试验[J].哈尔滨工业大学学报,2009,41(10):220-224.(YAO Kan,ZHAO Hongtie,XUEJianyang,et al.Experimental studies on seismiccharacteristic of strengthened mortise-tenon joint inhistorical timber buildings[J].Journal of HarbinInstitute of Technology,2009,41(10):220-224.(inChinese))
    [50]王全凤,法冠喆,陈浩军,等.不同工法玄武岩纤维布加固榫卯节点抗震性能试验研究[J].工业建筑,2011,41(6):62-66.(WANG Quanfeng,FA Guanzhe,CHEN Haojun,et al.An experimental study on theseismic performance of BFRP reinforced mortise-tenonjoints of different construction methods[J].IndustrialConstruction,2011,41(6):62-66.(in Chinese))
    [51]周乾,闫维明,张博.CFRP布加固古建筑木构架抗震试验[J].山东建筑大学学报,2011,26(4):327-334.(ZHOU Qian,YAN Weiming,ZHANG Bo.Experimental study on aseismic behaviors of Chineseancient wooden structure strengthened by CFRP sheets[J].Journal of Shandong Jianzhu University,2011,26(4):327-334.(in Chinese))
    [52]GB50011—2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.(GB50011—2010Code for seismic design of building[S].Bejing:ChinaArchitecture&Building Press,2010.(in Chinese))
    [53]GB50165—1992古建筑木结构维护与加固技术规范[S].北京:中国建筑工业出版社,1992.(GB50165—1992 Technical code for maintenance andstrengthening of ancient timber buildings[S].Bejing:China Architecture&Building Press,1992.(inChinese))

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