再生混凝土砌块砌体房屋结构振动台模型试验研究
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摘要
选用四川汶川卧龙地震波等,通过模拟地震振动台试验,对"构造柱-圈梁-现浇板"体系再生混凝土砌块砌体房屋结构模型的抗震性能进行了研究,分析其在8度多遇、8度基本和8度罕遇水准烈度地震作用下的动力特性、试验现象以及动力反应。试验及分析结果表明,模型在8度多遇和罕遇水准烈度地震作用下的最大层间位移角均小于建筑抗震设计规范规定的层间位移角限值,墙体出现小裂缝;说明"构造柱-圈梁-现浇板"体系再生混凝土砌块砌体结构的整体抗震性能较好,能够抵抗所在地区设防烈度下各水准地震作用。再生混凝土砌块承重结构可以在地震灾后重建地区推广应用。
The shake table test on 'tie column-ring beam-cast-in-place slab'recycled aggregate concrete(RAC) block masonry structure was conducted with Wenchuan Wolong seismic wave.Not only the dynamic properties of structure,but also the test phenomenon and the dynamic response of the model under intensity 8 of frequently occurred,basic and seldom occurred earthquake were tested.On the basis of test results,the model's maximum drift angle under three occurrences was respectively less than the allowable value of earthquake resistant structure recommended by the Chinese Code for Seismic Design of Buildings.Tiny cracks were found on the wall,however it showed RAC masonry structure constrained by 'tie column + ring beam'system exhibited a good seismic behavior and was able to resist the earthquake action under each level of fortification intensity in the location.It is concluded that RAC masonry structures were able to be promoted in the earthquake hit-area reconstruction.
The shake table test on 'tie column-ring beam-cast-in-place slab'recycled aggregate concrete(RAC) block masonry structure was conducted with Wenchuan Wolong seismic wave.Not only the dynamic properties of structure,but also the test phenomenon and the dynamic response of the model under intensity 8 of frequently occurred,basic and seldom occurred earthquake were tested.On the basis of test results,the model's maximum drift angle under three occurrences was respectively less than the allowable value of earthquake resistant structure recommended by the Chinese Code for Seismic Design of Buildings.Tiny cracks were found on the wall,however it showed RAC masonry structure constrained by 'tie column + ring beam'system exhibited a good seismic behavior and was able to resist the earthquake action under each level of fortification intensity in the location.It is concluded that RAC masonry structures were able to be promoted in the earthquake hit-area reconstruction.
引文
[1]Xiao Jianzhuang,Xie He,Wang Changqing,et al.Statistical analysis on building waste in Wenchuan Earthquake-hit area[J].Journal of Sichuan University:Engineering Science E-dition,2009,41(3):188-194.[肖建庄,谢贺,王长青,等.汶川地震灾区建筑废物统计分析[J].四川大学学报:工程科学版,2009,41(3):188-194.]
[2]Xiao Jianzhuang,Lei Bin,Wang Changqing.Recycled products from concrete waste in Wenchuan Earthquake-hit area[C]//The First National Academic Exchange Conference on the Research and Application of Recycled Concrete.Shanghai,2008:63-66.[肖建庄,雷斌,王长青.汶川地震灾区建筑废物的资源化利用[C]//首届全国再生混凝土研究与应用学术交流会.上海:2008:63-66.]
[3]Xiao Jianzhuang,Wang Xing,Huang Jian,et al.Analysis of the pressure receiving performance of regeneration concrete hollow brick[J].Housing Science,2005(12):32-35.[肖建庄,王幸,黄键,等.再生混凝土空心砌块受压性能分析[J].住宅科技,2005(12):32-35.]
[4]Xiao Jianzhuang,Wang Xing,Huang Jian,et al.Compressive performance of concrete hollow block masonry with recycled aggregates[J].Structural Engineers,2006,22(3):68-71.[肖建庄,王幸,黄键,等.再生混凝土空心砌块砌体受压性能[J].结构工程师,2006,22(3):68-71.]
[5]Xiao Jianzhuang,Huang Jiangde,Li Hong,et al.Structural performance and design investigation on recycled concrete block masonry during post-earthquake reconstruction[J].Journal of Sichuan University:Engineering Science Edition,2009,41(3):202-208.[肖建庄,黄江德,李宏,等.灾后重建再生砌块砌体结构性能和设计研究[J].四川大学学报:工程科学版,2009,41(3):202-208.]
[6]Liu Xihui,Zhang Hongxi,Liu Jingwei,et al.A study of aseismic characteristics of masonry building with reinforced concrete tie-columns[J].Journal of Building Structures,1981,2(6):47-55.[刘锡荟,张鸿熙,刘经伟等.用钢筋混凝土构造柱加强砖房抗震性能的研究[J].建筑结构学报,1981,2(6):47-55.]
[7]Li Xiaoan,Tang Daixin.Experimental studies on the aseismatic behavior of volcanic cinders concrete block walls bounded by R/C Frame[J].Journal of Harbin Architecture and Civil Engineering Institute,1993,26(1):63-68.[李晓安,唐岱新.带边框火山渣混凝土砌块墙体抗震性能试验研究[J].哈尔滨建筑工程学院学报,1993,26(1):63-68.]
[8]Yang Dejian,Gao Yongfu,Sun Jinbiao,et al.Experimental study on aseismic behavior of concrete block walls with construction-ore column system[J].Journal of Building Structures,2000,21(4):22-27.[杨德健,高永孚,孙锦镖,等.构造柱-芯柱体系混凝土砌块墙体抗震性能试验研究[J].建筑结构学报,2000,21(4):22-27.]
[9]Miao Qisong,He Xiling,Zhou Bingzhang,et al.Experimental study on aseismic behavior of ninetory masonry building with smallize hollow concrete blocks[J].Journal of Building Structures,2000,21(4):13-21.[苗启松,何西岭,周炳章.小型混凝土空心砌块九层模型房屋抗震性能试验研究[J].建筑结构学报,2000,21(4):13-21.]
[10]Li Liqun,Liu Weiqing.Experimental study on seismic be-havior of smallize concrete hollow block masonry with constructional columns[J].Earthquake Resistant Engineering,2001(4):16-20.[李利群,刘伟庆.设置构造柱的混凝土小型空心砌块砌体抗震性能的研究[J].工程抗震,2001(4):16-20.]
[11]Jin Weiliang,Xu Quanbiao,Pan Jinlong,et al.Experimental study on lateral resistance behavior of small concrete hollow block wall with different constructional measures[J].Journal of Building Structures,2001,22(6):64-72.[金伟良,徐铨彪,潘金龙,等.不同构造措施混凝土空心小型砌块墙体的抗侧力性能试验研究[J].建筑结构学报,2001,22(6):64-72.]
[12]Yan Maolan,Gao Yongzhao,Wu Weina.Experimental study on seismic behavior of block masonry buildings with reinforced concrete constructional columns[J].Building Block and Block Building,2002(1):28-31.[颜茂兰,高永昭,武惟娜.砌块建筑设置钢筋混凝土构造柱抗震性能的研究[J].建筑砌块与砌块建筑,2002(1):28-31.]
[13]Yan Weiming,Zhou Hongyu,Zhou Xiyuan,et al.Experimental study on seismic behavior of small concrete hollow block walls restricted by constructional columns[J].Journal of Building Structures,2005,26(4):64-69.[闫维明,周宏宇,周锡元,等.带构造柱双排孔混凝土空心砌块墙抗震性能试验研究[J].建筑结构学报,2005,26(4):64-69.]
[14]Zhou Xiyuan,Li Wanju,Yan Weiming,et al.An experimental study on the seismic behavior of small concrete block walls confined by tie columns and beams[J].China Civil Engineering Journal,2006,39(8):45-50.[周锡元,李万举,闫维明,等.构造柱约束的混凝土小砌块墙体抗震性能的试验研究[J].土木工程学报,2006,39(8):45-50.]
[15]DG/TJ08-2018-2007.再生混凝土应用技术规程[S].2007.
[16]GB50011-2001.建筑抗震设计规范[S].2008.
[2]Xiao Jianzhuang,Lei Bin,Wang Changqing.Recycled products from concrete waste in Wenchuan Earthquake-hit area[C]//The First National Academic Exchange Conference on the Research and Application of Recycled Concrete.Shanghai,2008:63-66.[肖建庄,雷斌,王长青.汶川地震灾区建筑废物的资源化利用[C]//首届全国再生混凝土研究与应用学术交流会.上海:2008:63-66.]
[3]Xiao Jianzhuang,Wang Xing,Huang Jian,et al.Analysis of the pressure receiving performance of regeneration concrete hollow brick[J].Housing Science,2005(12):32-35.[肖建庄,王幸,黄键,等.再生混凝土空心砌块受压性能分析[J].住宅科技,2005(12):32-35.]
[4]Xiao Jianzhuang,Wang Xing,Huang Jian,et al.Compressive performance of concrete hollow block masonry with recycled aggregates[J].Structural Engineers,2006,22(3):68-71.[肖建庄,王幸,黄键,等.再生混凝土空心砌块砌体受压性能[J].结构工程师,2006,22(3):68-71.]
[5]Xiao Jianzhuang,Huang Jiangde,Li Hong,et al.Structural performance and design investigation on recycled concrete block masonry during post-earthquake reconstruction[J].Journal of Sichuan University:Engineering Science Edition,2009,41(3):202-208.[肖建庄,黄江德,李宏,等.灾后重建再生砌块砌体结构性能和设计研究[J].四川大学学报:工程科学版,2009,41(3):202-208.]
[6]Liu Xihui,Zhang Hongxi,Liu Jingwei,et al.A study of aseismic characteristics of masonry building with reinforced concrete tie-columns[J].Journal of Building Structures,1981,2(6):47-55.[刘锡荟,张鸿熙,刘经伟等.用钢筋混凝土构造柱加强砖房抗震性能的研究[J].建筑结构学报,1981,2(6):47-55.]
[7]Li Xiaoan,Tang Daixin.Experimental studies on the aseismatic behavior of volcanic cinders concrete block walls bounded by R/C Frame[J].Journal of Harbin Architecture and Civil Engineering Institute,1993,26(1):63-68.[李晓安,唐岱新.带边框火山渣混凝土砌块墙体抗震性能试验研究[J].哈尔滨建筑工程学院学报,1993,26(1):63-68.]
[8]Yang Dejian,Gao Yongfu,Sun Jinbiao,et al.Experimental study on aseismic behavior of concrete block walls with construction-ore column system[J].Journal of Building Structures,2000,21(4):22-27.[杨德健,高永孚,孙锦镖,等.构造柱-芯柱体系混凝土砌块墙体抗震性能试验研究[J].建筑结构学报,2000,21(4):22-27.]
[9]Miao Qisong,He Xiling,Zhou Bingzhang,et al.Experimental study on aseismic behavior of ninetory masonry building with smallize hollow concrete blocks[J].Journal of Building Structures,2000,21(4):13-21.[苗启松,何西岭,周炳章.小型混凝土空心砌块九层模型房屋抗震性能试验研究[J].建筑结构学报,2000,21(4):13-21.]
[10]Li Liqun,Liu Weiqing.Experimental study on seismic be-havior of smallize concrete hollow block masonry with constructional columns[J].Earthquake Resistant Engineering,2001(4):16-20.[李利群,刘伟庆.设置构造柱的混凝土小型空心砌块砌体抗震性能的研究[J].工程抗震,2001(4):16-20.]
[11]Jin Weiliang,Xu Quanbiao,Pan Jinlong,et al.Experimental study on lateral resistance behavior of small concrete hollow block wall with different constructional measures[J].Journal of Building Structures,2001,22(6):64-72.[金伟良,徐铨彪,潘金龙,等.不同构造措施混凝土空心小型砌块墙体的抗侧力性能试验研究[J].建筑结构学报,2001,22(6):64-72.]
[12]Yan Maolan,Gao Yongzhao,Wu Weina.Experimental study on seismic behavior of block masonry buildings with reinforced concrete constructional columns[J].Building Block and Block Building,2002(1):28-31.[颜茂兰,高永昭,武惟娜.砌块建筑设置钢筋混凝土构造柱抗震性能的研究[J].建筑砌块与砌块建筑,2002(1):28-31.]
[13]Yan Weiming,Zhou Hongyu,Zhou Xiyuan,et al.Experimental study on seismic behavior of small concrete hollow block walls restricted by constructional columns[J].Journal of Building Structures,2005,26(4):64-69.[闫维明,周宏宇,周锡元,等.带构造柱双排孔混凝土空心砌块墙抗震性能试验研究[J].建筑结构学报,2005,26(4):64-69.]
[14]Zhou Xiyuan,Li Wanju,Yan Weiming,et al.An experimental study on the seismic behavior of small concrete block walls confined by tie columns and beams[J].China Civil Engineering Journal,2006,39(8):45-50.[周锡元,李万举,闫维明,等.构造柱约束的混凝土小砌块墙体抗震性能的试验研究[J].土木工程学报,2006,39(8):45-50.]
[15]DG/TJ08-2018-2007.再生混凝土应用技术规程[S].2007.
[16]GB50011-2001.建筑抗震设计规范[S].2008.
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