预制装配式剪力墙结构及其连接技术
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摘要
为适应建筑节能减排和住宅产业化的发展及要求,预制装配式剪力墙结构的研究和应用成为目前结构工程中的热点问题。从预制装配式墙板结构的发展概述入手,就预制装配式剪力墙结构的构件、节点与接缝连接和整体性研究方面,总结了近年来国内外学者对预制装配式剪力墙结构的研究成果,并对其抗震性能、接缝连接构造以及相关钢筋连接技术进行了系统归纳与分析。介绍了装配式剪力墙结构的标准化和工程应用进展情况。对当前预制装配式剪力墙结构研究和抗震设计中存在的问题进行了简要分析与探讨,指出了装配式结构的研究方向和有待重点解决的问题。
In the recent years,more and more researchers have paid attention to the study of prefabricated shear wall structure and its application,the structure is developed based on the requirement of building energy saving and housing industrialization.The development of prefabricated wall panel structure was introduced firstly,the component,node,horizontal joint,vertical joint and integrative performance researches on prefabricated shear wall structure were reviewed,the findings on researches of prefabricated shear wall structure at home and abroad were summarized.The seismic behavior,joints design and rebar connecting technology were also induced and analyzed systematically.The progress in engineering application and standardization of prefabricated shear wall structure are introduced.The problems about research and application of prefabricated shear wall structure were pointed out,and the research orientation of future prefabricated shear wall structure and several problems which need to be solved urgently were put forward.
In the recent years,more and more researchers have paid attention to the study of prefabricated shear wall structure and its application,the structure is developed based on the requirement of building energy saving and housing industrialization.The development of prefabricated wall panel structure was introduced firstly,the component,node,horizontal joint,vertical joint and integrative performance researches on prefabricated shear wall structure were reviewed,the findings on researches of prefabricated shear wall structure at home and abroad were summarized.The seismic behavior,joints design and rebar connecting technology were also induced and analyzed systematically.The progress in engineering application and standardization of prefabricated shear wall structure are introduced.The problems about research and application of prefabricated shear wall structure were pointed out,and the research orientation of future prefabricated shear wall structure and several problems which need to be solved urgently were put forward.
引文
[1]黄小坤,田春雨.预制装配式混凝土结构的研究进展[J].住宅产业:2010,9:28-32.HUANG Xiaokun,TIAN Chunyu.Research progress of prefabricated concrete structure[J].housing industry,2010,9:28-32.
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[4]薛伟辰,王东方.预制混凝土板墙体系发展现状[J].工业建筑,2002,32(12):57-60.XUE Weichen,WANG Dongfang.Progress of precast concrete slab and wall systems[J].Industrial construction,2002,32(12):57-60.
[5]严薇,曹永红,李国荣.装配式结构体系的发展与建筑工业化[J].重庆建筑大学学报,2004,10(5):131-133.YAN Wei,CAO Yonghong,LI Guorong.Development of assembly-type RC structure and building industrialization[J].Journal of ChongqingArchitecture University,2004,10(5):131-133.
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[20]Hashim M.S Abdul-wahab and Sina Y.H.Sarsam.Prediction of ultimate shear strength of vertical joints in large panel structures[J].ACIStructural Journal,1991,88(2):204-211.
[21]Hashim M.S Abdul-wahab.Strength of vertical joints with steel fiber reinforced concrete in large panel structures[J].ACI Structural Journal,1992,89(4):367-374.
[22]尹之潜,朱玉莲,杨淑文,等.高层装配式大板结构模拟地震试验[J].土木工程学报,1996,29(3):57-64.YIN Zhiqian,ZHU Yulian,YANG Shuwen,et al.Earthquake simulation tests of tall building with precast large panel[J].China civil engineer-ing journal,1996,29(3):57-64.
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[31]张微敬,钱稼茹,陈康,等.竖向分布钢筋单排连接的预制剪力墙抗震性能试验[J].建筑结构,2011,41(2):12-16.ZHANG Weijing,QIAN Jianru,CHEN Knag et al.Tests on seismic behavior of pre-cast shear walls with vertical distributed reinforcementsspliced by a single row connecting rebars[J].Building Structure,2011,41(2):12-16.
[32]张微敬,孟涛,钱稼茹,等.单片预制圆孔板剪力墙抗震性能试验[J].建筑结构,2010,40(6):76-80.ZHANG Weijing,MENG Tao,QIAN Jianru et al.Tests on seismic behavior of single piece prefabricated concrete hollow-core shear wall speci-mens[J].Building Structure,2010,40(6):76-80.
[33]钱稼茹,张微敬,赵丰东,等.双片预制圆孔板剪力墙抗震性能试验[J].建筑结构,2010,40(6):72-75,96.QIAN Jianru,ZHANG Weijing,ZHAO Fengdong et al.Tests on seismic behavior of double piece prefabricated concrete hollow-core shear wallspecimens[J].Building Structure,2010,40(6):72-75,96.
[34]张家齐.预制混凝土剪力墙足尺子结构抗震性能试验研究[D].哈尔滨:哈尔滨工业大学,2010.ZHANG Jiaqi.Experimental research on seismic behavior of full-scale precast shear wall substructure[D].Harbin:Harbin Institute of Technolo-gy,2010.
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[2]陈子康、周云,张季超,等.装配式混凝土框架结构的研究与应用[J].工程抗震与加固改造,2012,34(4):1-11.CHEN Zikang,ZHOU Yun,ZHANG Jichao,et al.Retroversion and forecast research and application of precast concrete structure[J],Earth-quake Resistant Engineering and Retrofitting,2012,34(4):1-11.
[3]Ned M.Cleland.Design for lateral force resistance with precast concrete shear walls[J].PCI Journal,1997(5):44-64.
[4]薛伟辰,王东方.预制混凝土板墙体系发展现状[J].工业建筑,2002,32(12):57-60.XUE Weichen,WANG Dongfang.Progress of precast concrete slab and wall systems[J].Industrial construction,2002,32(12):57-60.
[5]严薇,曹永红,李国荣.装配式结构体系的发展与建筑工业化[J].重庆建筑大学学报,2004,10(5):131-133.YAN Wei,CAO Yonghong,LI Guorong.Development of assembly-type RC structure and building industrialization[J].Journal of ChongqingArchitecture University,2004,10(5):131-133.
[6]王晓东.装配式大板结构的抗震性能分析[D].哈尔滨:中国地震局工程力学研究所,2009.WANG Xiaodong.Fabricated large panel structure analysis of seismic performance[D].Harbin:Institute of Engineering Mechanics,China earth-quake adminstration,2009.
[7]Pekau O A,Zielinski Z A,Lee A W K,et al.Dynamic effects of panel failure in precast concrete shear walls[J].ACI Structural Journal,1988,85(3):277-285.
[8]Mochizuki S.Experiment on slip strength of horizontal joint of precast concrete multi story shear walls[J].Eleven world conference on earthquakeengineering,1996,194:1-8.
[9]Pekau O A.Influence of vertical joints on the earthquake response of precast panel walls[J].Building and Environment,1981,16(2):153-162.
[10]Harry G.Harris,George Jau-jyh Wang.Static and dynamic testing of model precast concrete shearwalls of large panel buildings[J].SpecialPublication,1982,3:205-237.
[11]Oliva M G,Clough R W,Vekov M,et al.Correlation of analytical and experimental responses of large-panel precast building systems[R].UCB/EERC-83/20,1988.
[12]Nazzal S.Armouti.Effect of axial load on hysteretic behavior of precast bearing shear walls[J].The international earthquake engineering confer-ence,Dead sea,2005,1-9.
[13]Yahya Kurama,Richard Sause,Stephen Pessiki,et al.Lateral Load Behavior and Seismic Design of Unbonded Post-Tensioned Precast ConcreteWalls[J].ACI Structural Journal,1999,96(4):622-633.
[14]Pekau O A,Yuzhu Cui.Progressive collapse simulation of precast panel shear walls during earthquakes[J].Computers and Structures,2006,84(5-6):400-412.
[15]Khaled A.Soudki,Sami H.Rizkalla.Horizontal connection for precast concrete shear walls subjected to cyclic deformations part1:mild steelconnections[J].PCI Journal,1995(4):78-96.
[16]Khaled A.Soudki,Sami H.Rizkalla,Bob DaikiW.Horizontal connection for precast concrete shear walls subjected to cyclic deformations part2:prestressed connections[J].PCI Journal,1995(5):82-96.
[17]彭媛媛.预制钢筋混凝土剪力墙抗震性能试验研究[D].北京:清华大学工学,2010.PENG Yuanyuan.Experimental study on seismic behavior of pre-cast reinforced concrete shear walls[D].Beijing:Tsinghua university,2010.
[18]Chakrabarti S C,Nayak G C,Paul D K.Shear characteristics of cast-in place vertial joints in story-high precast wall assembly[J].ACI Struc-tural Journal,1988,85(1):30-45.
[19]BHATT P.Influence of vertical joints on the behavior of Precast Shear Walls[J].Build Science.1973,8:221-224.
[20]Hashim M.S Abdul-wahab and Sina Y.H.Sarsam.Prediction of ultimate shear strength of vertical joints in large panel structures[J].ACIStructural Journal,1991,88(2):204-211.
[21]Hashim M.S Abdul-wahab.Strength of vertical joints with steel fiber reinforced concrete in large panel structures[J].ACI Structural Journal,1992,89(4):367-374.
[22]尹之潜,朱玉莲,杨淑文,等.高层装配式大板结构模拟地震试验[J].土木工程学报,1996,29(3):57-64.YIN Zhiqian,ZHU Yulian,YANG Shuwen,et al.Earthquake simulation tests of tall building with precast large panel[J].China civil engineer-ing journal,1996,29(3):57-64.
[23]姜洪斌.预制混凝土剪力墙结构技术的研究与应用[J].住宅产业,2010,9:22-27.JIANG Hongbin.Research and application of precast concrete shear wall structure[J].Housing industry,2010,9:22-27.
[24]陈惠玲,刘鸿琪,张忠利.预制整体带边框剪力墙在反复水平力作用下的强度和延性[J].工业建筑,1984,6:33-36.CHEN Huiling,LIU Hongqi,ZHANG Zhongli.Strength and ductility of prefabricated shear wall structure under lateral repeated loading[J].In-dustrial Construction,1984,6:33-36.
[25]陈彤,郭惠琴,马涛,等.装配整体式剪力墙结构在住宅产业化试点工程中应用[J].建筑结构,2011,41(2):26-30.CHEN Tong,GUO Huiqin,MA Tao,et al.Engineering application on housing industrialization of precast reinforced concrete shear wall structure[J].Building Structure,2011,41(2):26-30.
[26]陈锦石,郭正兴.全预制装配整体式剪力墙结构体系空间模型抗震性能研究[J].施工技术,2012,41(364):87-89,98.CHEN Jinshi,GUO Zhengxing.Seismic performance study on space model of the new precast concrete shear wall structure[J].ConstructionTechnology,2012,41(364):87-89,98.
[27]张军,侯海泉,董年才,等.全预制装配整体式剪力墙住宅结构设计及应用[J].施工技术,2009,38(5):22-24.ZHANG Jun,HOU Haiquan,DONG Niancai,et al.Design and Application of Assembly Integral Shear Wall Residence with Prefabricated Rein-forced Concrete[J].Construction Technology,2009,38(5):22-24.
[28]孙金墀,张美励,苏文元.装配整体式剪力墙结构体系抗震性能试验[J].建筑结构,1990,6:58,53.SUN Jinchi,ZHANG Meili,SU Wenyuan.Experimental study of seismic behavior for assembled monolithic shear wall structure[J].BuildingStructure,1990,6:58,53.
[29]钱稼茹,彭媛媛,张景明,等.竖向钢筋套筒浆锚连接的预制剪力墙抗震性能试验[J].建筑结构,2011,41(2):1-6.QIAN Jiaru,PENG Yuanyuan,ZHANG Jingming et al.Tests on seismic behavior of pre-cast shear walls with vertical reinforcements spliced bygrout sleeves[J].Building Structure,2011,41(2):1-6.
[30]钱稼茹,彭媛媛,秦珩,等.竖向钢筋留洞浆锚间接搭接的预制剪力墙抗震性能试验[J].建筑结构,2011,41(2):7-11.QIAN Jiaru,PENG Yuanyuan,QIN Heng et al.Tests on seismic behavior of pre-cast shear walls with vertical reinforcements grouted in holesand spliced indirectly[J].Building Structure,2011,41(2):7-11.
[31]张微敬,钱稼茹,陈康,等.竖向分布钢筋单排连接的预制剪力墙抗震性能试验[J].建筑结构,2011,41(2):12-16.ZHANG Weijing,QIAN Jianru,CHEN Knag et al.Tests on seismic behavior of pre-cast shear walls with vertical distributed reinforcementsspliced by a single row connecting rebars[J].Building Structure,2011,41(2):12-16.
[32]张微敬,孟涛,钱稼茹,等.单片预制圆孔板剪力墙抗震性能试验[J].建筑结构,2010,40(6):76-80.ZHANG Weijing,MENG Tao,QIAN Jianru et al.Tests on seismic behavior of single piece prefabricated concrete hollow-core shear wall speci-mens[J].Building Structure,2010,40(6):76-80.
[33]钱稼茹,张微敬,赵丰东,等.双片预制圆孔板剪力墙抗震性能试验[J].建筑结构,2010,40(6):72-75,96.QIAN Jianru,ZHANG Weijing,ZHAO Fengdong et al.Tests on seismic behavior of double piece prefabricated concrete hollow-core shear wallspecimens[J].Building Structure,2010,40(6):72-75,96.
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