再生混凝土结构性能研究最新进展
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摘要
重点分析和讨论再生混凝土结构性能,对再生混凝土结构性能研究的最新进展进行了综述。分析了再生混凝土梁的抗弯性能和受剪性能、再生混凝土板的抗弯承载力、再生混凝土柱的承载力、再生混凝土剪力墙和再生混凝土砌块墙体的抗震性能、再生混凝土梁柱节点的基本力学性能和抗震性能;探讨了再生混凝土平面框架在低周反复水平加载下的承载能力、变形能力以及抗震能力;分析讨论了再生混凝土空间框架结构和砌体结构在动力荷载下的动力特性、地震反应、结构延性、地震损伤等。国内外再生混凝土结构性能的研究表明,合理设计施工的再生混凝土结构(构件)基本上能够达到普通混凝土结构(构件)的性能要求,其应用于土木工程中是可行的,可以在抗震设防地区推广和应用。
The structural performance of recycled aggregate concrete( RAC) was mainly investigated and analyzed,and the latest research progress on the structural performance of RAC was reviewed in detail. The flexural and shear performances of RAC beam,flexural bearing capacity of RAC slab,bearing capacity of RAC column,seismic performances of RAC shear wall and RAC masonry wall,basic mechanical property and seismic performance of RAC beam-column joint were analyzed.The bearing capacity,deformability and seismic performance of RAC planar frame under the horizontal low cyclic loading were analyzed. Furthermore,the dynamic properties,the seismic responses,the structural ductility and the seismic damage assessment of RAC spatial frame and block masonry structures under the dynamic loadings were investigated and discussed.The studies on the structural performance of RAC from home and abroad show that RAC structure( member) with proper design and construction can basically meet the structural performance of normal aggregate concrete structure( member) and be used in civil engineering. It is feasible to apply and popularize RAC building in seismic fortification areas.
The structural performance of recycled aggregate concrete( RAC) was mainly investigated and analyzed,and the latest research progress on the structural performance of RAC was reviewed in detail. The flexural and shear performances of RAC beam,flexural bearing capacity of RAC slab,bearing capacity of RAC column,seismic performances of RAC shear wall and RAC masonry wall,basic mechanical property and seismic performance of RAC beam-column joint were analyzed.The bearing capacity,deformability and seismic performance of RAC planar frame under the horizontal low cyclic loading were analyzed. Furthermore,the dynamic properties,the seismic responses,the structural ductility and the seismic damage assessment of RAC spatial frame and block masonry structures under the dynamic loadings were investigated and discussed.The studies on the structural performance of RAC from home and abroad show that RAC structure( member) with proper design and construction can basically meet the structural performance of normal aggregate concrete structure( member) and be used in civil engineering. It is feasible to apply and popularize RAC building in seismic fortification areas.
引文
[1]GABR A R,CAMERON D A.Properties of recycled concrete aggregate for unbound pavement construction[J].Journal of Materials in Civil Engineering,2012,24(6):754-764.
[2]李佳彬,肖建庄,孙振平.再生粗集料特性及其对再生混凝土性能的影响[J].建筑材料学报,2004,7(4):390-395.
[3]ACI Committee 555.Removal and reuse of hardened concrete[J].ACI Material Journal,2002,99(3):300-325.
[4]SAGOE-CRENTSIL K K,BROWN T T.Performance of concrete made with commercially produced coarse recycled concrete aggregate[J].Cement and Concrete Research,2001,31(5):707-712.
[5]XIAO J Z,LI J B,ZHANG C H.Mechanical properties of recycled aggregate concrete under uniaxial loading[J].Cement and Concrete Research,2005,35(6):1187-1194.
[6]杨桂新,吴瑾,叶强.再生粗骨料钢筋混凝土梁短期刚度研究[J].土木工程学报,2010,43(2):55-63.
[7]周静海,郭凯,孟宪宏,等.高掺入量再生骨料混凝土梁正截面受弯性能试验[J].沈阳建筑大学学报:自然科学版,2010,26(5):859-864.
[8]FATHIFAZL G,RAZAQPUR A G,ISGOR O B,et al.Flexural performance of steel-reinforced recycled concrete beams[J].ACI Structural Journal,2009,106(6):858-867.
[9]GB 50010—2010混凝土结构设计规范[S].北京:中国建筑工业出版社,2011.
[10]SATO R,MARUYAMA I,SOGABE T,et al.Flexural behavior of reinforced recycled aggregate concrete beam[J].Journal of Advanced Concrete Technology,2007,5(1):43-61.
[11]肖建庄.再生混凝土[M].北京:中国建筑工业出版社,2008.
[12]FATHIFAZL G,RAZAQPUR A G,ISGOR O B,et al.Shear capacity evaluation of steel reinforced recycled concrete(RRC)beams[J].Engineering Structures,2011,33(3):1025-1033.
[13]BELEN G,FERNANDO M.Shear strength of concrete with recycled aggregate[C]//Conference on the Use of Recycled Materials in Building and Structures.Spain,2004.
[14]MASARU S,TAKAHISA S,IPPEI M,et al.Shear behavior of reinforced recycled concrete beams[C]//Conference on the Use of Recycled Materials in Building and Structures.Spain,2004.
[15]周静海,王新波,于铁汉.再生混凝土四边简支板受力性能试验[J].沈阳建筑大学学报:自然科学版,2008,24(3):411-415.
[16]肖建庄,李宏,金少惷,等.压型钢板-再生混凝土组合板纵向抗剪承载力试验[J].结构工程师,2010,26(4):91-95.
[17]LIU C,BAI G L,WANG L T,et al.Experimental study on the compression behavior of recycled concrete columns[C]//The 2nd International Conference on Waste Engineering and Management,Shanghai,2010.
[18]周静海,杨永生,焦霞.再生混凝土柱轴心受压承载力研究[J].沈阳建筑大学学报:自然科学版,2008,24(4):572-576.
[19]AJDUKIEWICZ A B,KLISZCZEWICZ A T.Comparative tests of beams and columns made of recycled aggregate concrete and natural aggregate concrete[J].Journal of Advanced Concrete Technology,2007,5(2):259-273.
[20]曹万林,徐泰光,刘强,等.再生混凝土高剪力墙抗震性能试验研究[J].世界地震工程,2009,25(2):18-23.
[21]曹万林,刘强,张建伟,等.再生混凝土低矮剪力墙抗震试验及分析[J].北京工业大学学报:自然科学版,2011,37(3):409-417.
[22]余晓峰,姚谦峰,王国亮,等.再生混凝土密肋复合墙体受力性能试验研究[J].西安建筑科技大学学报:自然科学版,2009,41(6):827-833.
[23]倪天宇,郭樟根,孙伟民,等.再生混凝土空心砌块墙体的抗震性能[J].东南大学学报:自然科学版,2009,39(S1):212-216.
[24]肖建庄,黄江德,姚燕.再生混凝土砌块墙体抗震性能试验研究[J].建筑结构学报,2012,33(2):100-109.
[25]CORINALDESI V,MORICONI G.Behavior of beamcolumn joints made of sustainable concrete under cyclic loading[J].Journal of Materials in Civil Engineering,2006,18(5):650-658.
[26]CORINALDESI V,LETELIER V,MORICONI G.Behaviour of beam-column joints made of recycledaggregate concrete under cyclic loading[J].Construction and Building Materials,2011,25(4):1877-1882.
[27]肖建庄,朱晓晖.再生混凝土框架节点抗震性能研究[J].同济大学学报:自然科学版,2005,33(4):436-440.
[28]曹万林,尹海鹏,张建伟,等.再生混凝土框架结构抗震性能试验研究[J].北京工业大学学报:自然科学版,2011,37(2):191-198.
[29]闵珍,孙伟民,郭樟根.再生混凝土框架抗震性能试验研究[J].世界地震工程,2011,27(1):22-27.
[30]XIAO J Z,SUN Y D,FALKNER H.Seismic performance of frame structures with recycled aggregate concrete[J].Engineering Structures,2006,28(1):1-8.
[31]XIAO J Z,WANG C Q.Shake-table model tests on recycled aggregate concrete frame structure[J].ACI Structural Journal,2012,109(6):777-786.
[32]王长青,肖建庄.再生混凝土框架结构模型振动台试验[J].同济大学学报:自然科学版,2012,40(12):1766-1772.
[33]PARK R,PAUL T.钢筋混凝土结构[M].秦文钺,等译.重庆:重庆大学出版社,1985.
[34]WANG C Q,XIAO J Z.Shaking table tests on a recycled concrete block masonry building[J].Advances in Structural Engineering,2012,15(10):1843-1860.
[2]李佳彬,肖建庄,孙振平.再生粗集料特性及其对再生混凝土性能的影响[J].建筑材料学报,2004,7(4):390-395.
[3]ACI Committee 555.Removal and reuse of hardened concrete[J].ACI Material Journal,2002,99(3):300-325.
[4]SAGOE-CRENTSIL K K,BROWN T T.Performance of concrete made with commercially produced coarse recycled concrete aggregate[J].Cement and Concrete Research,2001,31(5):707-712.
[5]XIAO J Z,LI J B,ZHANG C H.Mechanical properties of recycled aggregate concrete under uniaxial loading[J].Cement and Concrete Research,2005,35(6):1187-1194.
[6]杨桂新,吴瑾,叶强.再生粗骨料钢筋混凝土梁短期刚度研究[J].土木工程学报,2010,43(2):55-63.
[7]周静海,郭凯,孟宪宏,等.高掺入量再生骨料混凝土梁正截面受弯性能试验[J].沈阳建筑大学学报:自然科学版,2010,26(5):859-864.
[8]FATHIFAZL G,RAZAQPUR A G,ISGOR O B,et al.Flexural performance of steel-reinforced recycled concrete beams[J].ACI Structural Journal,2009,106(6):858-867.
[9]GB 50010—2010混凝土结构设计规范[S].北京:中国建筑工业出版社,2011.
[10]SATO R,MARUYAMA I,SOGABE T,et al.Flexural behavior of reinforced recycled aggregate concrete beam[J].Journal of Advanced Concrete Technology,2007,5(1):43-61.
[11]肖建庄.再生混凝土[M].北京:中国建筑工业出版社,2008.
[12]FATHIFAZL G,RAZAQPUR A G,ISGOR O B,et al.Shear capacity evaluation of steel reinforced recycled concrete(RRC)beams[J].Engineering Structures,2011,33(3):1025-1033.
[13]BELEN G,FERNANDO M.Shear strength of concrete with recycled aggregate[C]//Conference on the Use of Recycled Materials in Building and Structures.Spain,2004.
[14]MASARU S,TAKAHISA S,IPPEI M,et al.Shear behavior of reinforced recycled concrete beams[C]//Conference on the Use of Recycled Materials in Building and Structures.Spain,2004.
[15]周静海,王新波,于铁汉.再生混凝土四边简支板受力性能试验[J].沈阳建筑大学学报:自然科学版,2008,24(3):411-415.
[16]肖建庄,李宏,金少惷,等.压型钢板-再生混凝土组合板纵向抗剪承载力试验[J].结构工程师,2010,26(4):91-95.
[17]LIU C,BAI G L,WANG L T,et al.Experimental study on the compression behavior of recycled concrete columns[C]//The 2nd International Conference on Waste Engineering and Management,Shanghai,2010.
[18]周静海,杨永生,焦霞.再生混凝土柱轴心受压承载力研究[J].沈阳建筑大学学报:自然科学版,2008,24(4):572-576.
[19]AJDUKIEWICZ A B,KLISZCZEWICZ A T.Comparative tests of beams and columns made of recycled aggregate concrete and natural aggregate concrete[J].Journal of Advanced Concrete Technology,2007,5(2):259-273.
[20]曹万林,徐泰光,刘强,等.再生混凝土高剪力墙抗震性能试验研究[J].世界地震工程,2009,25(2):18-23.
[21]曹万林,刘强,张建伟,等.再生混凝土低矮剪力墙抗震试验及分析[J].北京工业大学学报:自然科学版,2011,37(3):409-417.
[22]余晓峰,姚谦峰,王国亮,等.再生混凝土密肋复合墙体受力性能试验研究[J].西安建筑科技大学学报:自然科学版,2009,41(6):827-833.
[23]倪天宇,郭樟根,孙伟民,等.再生混凝土空心砌块墙体的抗震性能[J].东南大学学报:自然科学版,2009,39(S1):212-216.
[24]肖建庄,黄江德,姚燕.再生混凝土砌块墙体抗震性能试验研究[J].建筑结构学报,2012,33(2):100-109.
[25]CORINALDESI V,MORICONI G.Behavior of beamcolumn joints made of sustainable concrete under cyclic loading[J].Journal of Materials in Civil Engineering,2006,18(5):650-658.
[26]CORINALDESI V,LETELIER V,MORICONI G.Behaviour of beam-column joints made of recycledaggregate concrete under cyclic loading[J].Construction and Building Materials,2011,25(4):1877-1882.
[27]肖建庄,朱晓晖.再生混凝土框架节点抗震性能研究[J].同济大学学报:自然科学版,2005,33(4):436-440.
[28]曹万林,尹海鹏,张建伟,等.再生混凝土框架结构抗震性能试验研究[J].北京工业大学学报:自然科学版,2011,37(2):191-198.
[29]闵珍,孙伟民,郭樟根.再生混凝土框架抗震性能试验研究[J].世界地震工程,2011,27(1):22-27.
[30]XIAO J Z,SUN Y D,FALKNER H.Seismic performance of frame structures with recycled aggregate concrete[J].Engineering Structures,2006,28(1):1-8.
[31]XIAO J Z,WANG C Q.Shake-table model tests on recycled aggregate concrete frame structure[J].ACI Structural Journal,2012,109(6):777-786.
[32]王长青,肖建庄.再生混凝土框架结构模型振动台试验[J].同济大学学报:自然科学版,2012,40(12):1766-1772.
[33]PARK R,PAUL T.钢筋混凝土结构[M].秦文钺,等译.重庆:重庆大学出版社,1985.
[34]WANG C Q,XIAO J Z.Shaking table tests on a recycled concrete block masonry building[J].Advances in Structural Engineering,2012,15(10):1843-1860.
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