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Volume 51 Issue 2
Jun.  2021
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Article Contents
GAO Peinan, DENG Yang, LI Aiqun, LU Fengyong. REVIEW ON SEISMIC PERFORMANCE OF CONNECTION JOINTS OF PREFABRICATED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(2): 171-185,152. doi: 10.13204/j.gyjzG20040805
Citation: GAO Peinan, DENG Yang, LI Aiqun, LU Fengyong. REVIEW ON SEISMIC PERFORMANCE OF CONNECTION JOINTS OF PREFABRICATED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(2): 171-185,152. doi: 10.13204/j.gyjzG20040805

REVIEW ON SEISMIC PERFORMANCE OF CONNECTION JOINTS OF PREFABRICATED CONCRETE FRAME STRUCTURES

doi: 10.13204/j.gyjzG20040805
  • Received Date: 2020-09-28
    Available Online: 2021-06-04
  • Prefabricated concrete frame structures have been widely used and received a lot of attention from home and aboard scholars. Seismic damage investigations show that the seismic performance of prefabricated frame structures depends on the connection joints. The paper reviewed the research progress on the seismic performance of the connection joints of prefabricated concrete frame structures at home and aboard. The common used connection types, configurations and seismic test results of the connection joints were reviewed. A brief review on the seismic performance of beam-beam joints, column-column joints and beam-slab joints was proposed. The advantages, disadvantages and improving method of several configurations of the beam-column joints were pointed out. Finally, the further issues of the connection joints of the prefabricated concrete frame structures were discussed.
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  • 顾泰昌. 国内外装配式建筑发展现状[J]. 工程建设标准化, 2014(8):48-51.
    American Concrete Institute. Building Code Requirements for Structural Concrete(ACI 318-11) and Commentary:ACI 318R-11[S]. Farmington Hills, MI:American Concrete Institute, 2011.
    Precast/Prestressed Concrete Institute. PCI Design Handbook[M]. 7th ed. Chicago:Precast/Prestressed Concrete Institute, 2010.
    The International Federation for Structural Concrete (FIB). Model Code 2010[S]. Lausane:The International Federation for Structural Concrete (FIB), 2012.
    社团法人预制建筑协会[日].预制建筑技术集成:第一册:预制建筑总论[M]. 朱邦范, 译. 北京:中国建筑工业出版社, 2012.
    中华人民共和国住房和城乡建设部.装配式混凝土结构技术规程:JGJ 1-2014[S]. 北京:中国建筑工业出版社, 2014.
    IVERSON J K, HAWKINS N M. Performance of Precast Concrete Building Structures During Northridge Earthquake[J]. PCI Journal, 1994(2):38-55.
    张瀑, 鲁兆红, 淡浩. 汶川地震中预制装配整体结构的震害调差分析[J]. 四川建筑科学研究, 2010, 36(3):159-132.
    CHOI H K, CHOI Y C, CHOI C S. Development and Testing of Precast Concrete Beam-to-Column Connections[J]. Engineering Structures, 2013, 56:1820-1835.
    IM H J, PARK H G, EOM T S. Cyclic Loading Test for Reinforced-Concrete-Emulated Beam-Column Connection of Precast Concrete Moment Frame[J]. ACI Structural Journal, 2013, 110(1):115-126.
    PARASTESH H, HAJIRASOULIHA I, RAMEZANI R. A New Ductile Moment-Resisting Connection for Precast Concrete Frames in Seismic Regions:An Experimental Investigation[J]. Engineering Structures, 2014, 70:144-157.
    吴从晓, 周云, 赖伟山, 等. 现浇与预制装配式混凝土框架节点抗震性能试验[J]. 建筑科学与工程学报, 2015, 32(3):60-66.
    GUAN D Z, JIANG C, GUO Z X, et al. Development and Seismic Behavior of Precast Concrete Beam-to-Column Connections[J]. Journal of Earthquake Engineering, 2018, 22(2):234-256.
    RESTREPO J I, PARK R, BUCHANAN A H. Tests on Connections of Earthquake Resisting Precast Reinforced Concrete Perimeter Frames of Buildings[J]. PCI Journal, 1995, 40(4):44-61.
    赵勇, 李永波, 毕琼, 等. 装配式混凝土框架顶层端节点抗震性能试验[J]. 同济大学学报(自然科学版), 2019, 47(5):601-608.
    谷伟, 张馨心, 李忠培, 等. 装配式框架结构新型梁柱节点抗震性能试验[J]. 工业建筑, 2019, 49(5):57-61.
    GOU S K, DING R, FAN J S, et al. Seismic Performance of a Novel Precast Concrete Beam-Column Connection Using Low-Shrinkage Engineered Cementitious Composites[J]. Construction and Building Materials, 2018, 192:643-656.
    LEE H J, CHEN H C, SYU J H. Seismic Performance of Emulative Precast Concrete Beam-Column Connections with Alternative Reinforcing Details[J]. Advances in Structural Engineering, 2017,20(12).DOI: 10.1177/1369433217693633.
    CHANG B, HUTCHINSON T C, WANG X, et al. Experimental Seismic Performance of Beam-Column Subassemblies Using Ductile Embeds[J]. Journal of Structural Engineering, 2013, 139(9):1555-1566.
    杨辉, 郭正兴, 尹航, 等. 高强底筋锚入式预制装配式混凝土框架梁柱节点抗震性能试验研究[J]. 东南大学学报(自然科学版), 2018, 48(6):980-986.
    HA S S, KIM S H, LEE M S, et al. Performance Evaluation of Semi Precast Concrete Beam-Column Connections with U-Shaped Strands[J]. Advances in Structural Engineering, 2014, 17(11):1585-1600.
    于建兵, 郭正兴, 管东芝, 等. 新型预制装配式框架混凝土梁柱节点抗震性能研究[J]. 湖南大学学报(自然科学版), 2015, 42(7):43-47.
    于建兵, 郭正兴. 钢绞线锚入式预制装配混凝土框架节点抗震试验研究[J]. 东南大学学报(自然科学版), 2017, 47(4):760-765.
    于建兵, 石灿, 郭正兴, 等. 芯梁增强装配式混凝土框架节点抗震性能试验研究[J]. 建筑结构学报, 2018, 39(增刊2):59-64.
    VASCONEZ R M, NAAMAN A E, WIGHT J K, et al. Behavior of HPFRC Connections for Precast Concrete Frames Under Reversed Cyclic Loading[J]. PCI Journal, 1998, 43(6):58-71.
    赵斌, 吕西林, 刘海峰. 预制高强混凝土结构后浇整体式梁柱组合件抗震性能试验研究[J]. 建筑结构学报, 2004, 25(6):22-28.
    高林, 刘英利, 张啸驰, 等. 预制装配式框架结构灌浆套筒式节点试验研究[J]. 世界地震工程, 2016, 32(1):75-80.
    章一萍, 隗萍, 张春雷, 等. 新型装配式混凝土框架结构后浇整体式梁柱节点研究[J]. 四川建筑科学研究, 2017(3):110-115.
    谢志勇, 闫秋实, 刘洪涛. 装配式混凝土框架浆锚中节点抗震性能试验研究[J]. 混凝土, 2018, 40(1):128-132.
    李楠, 张季超, 楚先锋, 等. 预制混凝土结构后浇整体式梁柱节点抗震性能试验研究[J]. 工程力学, 2009, 26(增刊1):41-44.
    宋玉普, 王军, 范国玺, 等. 预制装配式框架梁柱节点力学性能试验研究[J]. 大连理工大学学报, 2014, 54(4):38-44.
    高向玲, 徐龙标, 李杰, 等. 装配式混凝土梁柱节点试验及受力性能分析[J]. 华中科技大学学报(自然科学版), 2016, 44(10):47-52.
    KETIYOT R, HANSAPINYO C. Seismic Performance of Interior Precast Concrete Beam-Column Connections with T-Section Steel Inserts Under Cyclic Loading[J]. Earthquake Engineering and Engineering Vibration, 2018, 17(2):356-369.
    GIRGIN S C, MISIR I S, KAHRAMAN S. Experimental Cyclic Behavior of Precast Hybrid Beam-Column Connections with Welded Components[J]. International Journal of Concrete Structures and Materials, 2017, 11(2):229-245.
    ERTAS O, OZDEN S, OZTURAN T. Ductile Connections in Precast Concrete Moment Resisting Frames[J]. PCI Journal, 2006, 51(3):66-76.
    LI B, KULKARNI S A, LEONG C L. Seismic Performance of Precast Hybrid Steel Concrete Connections[J]. Journal of Earthquake Engineering, 2009, 13(5):667-689.
    程蓓, 苗小燕, 徐建伟. 一种新型装配式混凝土框架结构连接节点试验研究[J]. 工业建筑, 2015, 45(12):94-99.
    曹杨,孙千伟,宫文军, 等. 新型装配式混凝土框架型钢节点试验[J]. 建筑科学与工程学报, 2016, 33(2):15-29.
    赵地,姜昊天,张文佳, 等. 新型端板螺栓连接框架节点抗震性能试验研究[J]. 世界地震工程, 2016, 32(4):111-117.
    杨瞾, 吕伟, 包亮. 基于螺栓连接的新型钢筋混凝土框架装配式节点抗震性能研究[J]. 工业建筑, 2019, 49(8):93-99.
    杨洪渭, 戎贤, 张健新. 装配式钢筋混凝土框架节点抗震性能试验研究[J]. 世界地震工程, 2019, 35(4):68-73.
    KORMAZ H H, TANKUT T. Performance of a Precast Concrete Beam-to-Beam Connection Subject to Reversed Cyclic Loading[J]. Engineering Structures, 2005, 27(9):1392-1407.
    YANG K H, OH M H, KIMC M H, et al. Flexural Behavior of Hybrid Precast Concrete Beams with H-Steel Beams at Both Ends[J]. Engineering Structures, 2010, 32(9):2940-2949.
    杨云俊, 薛伟辰, 窦祖融,等.钢筋混凝土T型叠合梁抗震性能试验研究[J]. 建筑结构学报, 2008, 29(6):1-8.
    薛伟辰, 杨新磊, 王蕴, 等. 现浇柱叠合梁框架节点抗震性能试验[J]. 建筑结构学报, 2008, 29(6):9-17.
    许勇, 刘波, 张季超, 等. 新型装配整体式混凝土结构主次梁节点试验研究[J]. 工业建筑, 2009, 39(8):114-117.
    张季超, 张焱君, 朱文正, 等. 新型装配整体式混凝土主次梁节点试验研究[J]. 施工技术, 2015, 44(3):53-56.
    沈经纬, 邵永健, 张启华, 等. 预制型钢混凝土叠合梁抗震性能试验研究[J]. 四川建筑科学研究, 2019,45(5):12-16.
    罗青儿, 张仟朋, 程文瀼. 装配整体式钢筋混凝土框架柱榫式接头的试验研究[J]. 工业建筑, 2008, 38(10):48-52.
    李世达. 预制混凝土框架柱及节点抗震性能试验研究[D]. 哈尔滨:哈尔滨工业大学, 2013.
    POPA V, PAPURCU A, COTOFANA D, et al. Experimental Testing on Emulative Connections for Precast Columns Using Grouted Corrugated Steel Sleeves[J]. Bulletin of Earthquake Engineering, 2015, 13(8):2429-2447.
    HANSAPINYO C, BUACHART C, WONGMATAR P. Cyclic Performance of Precast Concrete Columns Using Steel Box Connection[J]. International Journal of Civil Engineering, 2017, 15(4):663-676.
    汪梅, 梁书亭, 李刻铭. 新型全装配式干式连接框架柱的试验研究[J]. 建筑技术, 2010, 41(1):52-55.
    李进, 陈鹏, 魏威, 等. 钢板箍螺栓连接高强复合螺旋箍装配整体式柱抗震性能试验[J]. 工业建筑, 2014, 44(7):7-10.
    闫维明, 王文明, 陈适才, 等. 装配式预制混凝土梁-柱-叠合板边节点抗震性能试验研究[J]. 土木工程学报, 2010, 43(12):57-61.
    CHEN S C, YAN W M, GAO J. Experimental Investigation on the Seismic Performance of Large-Scale Interior Beam-Column Joints with Composite Slab[J]. Advances in Structural Engineering, 2012, 15(7):1227-1237.
    朱文正, 张季超, 陈原, 等. 新型装配整体式混凝土梁板节点试验研究[J]. 施工技术, 2015, 44(3):49-52.
    邓宇, 武晓彤, 吴贤情, 等. 新型装配整体式梁板节点受力性能试验研究[J]. 科学技术与工程, 2019, 19(9):168-171.
    孙岩波, 李晨光, 杨旭. 装配式混凝土框架结构梁-板-柱节点抗震性能试验研究[J]. 建筑结构, 2018, 48(7):23-26.
    CHEOK G S, LEW H S. Model Precast Concrete Beam-to-Column Connections Subject to Cyclic Loading[J]. PCI Journal, 1993, 38(4):80-92.
    董挺峰, 李振宝, 周锡元, 等. 无粘结预应力装配式框架内节点抗震性能研究[J].北京工业大学学报, 2006, 32(2):144-148.
    王晓菡, 严心池, 秦一如. 装配式预应力混凝土结构梁柱组合件抗震性能试验研究[J] 工业建筑, 2010, 40(5):33-38.
    杨辉, 郭正兴, 许傲逸, 等. 局部后张预应力装配式混凝土框架梁柱节点抗震试验研究[J]. 东南大学学报(自然科学版), 2019, 49(6):1102-1108.
    李振宝, 董挺峰, 闫维明, 等. 混合连接装配式框架内节点抗震性能研究[J]. 北京工业大学学报, 2006, 32(10):898-900.
    MORGEN, BRIAN G, KURAMA Y C. Seismic Design of Friction-Damped Precast Concrete Frame Structures[C]//Proceedings of the Structures Congress and Exposition Metropolis and Beyond-Proceedings of the 2005 Structures Congress and the 2005 Forensic Engineering. Symposium, 2005:2007-2018.
    赵斌, 吕西林, 刘丽珍. 全装配式预制混凝土结构梁柱组合件抗震性能研究[J]. 地震工程与工程振动, 2005, 25(1):81-87.
    黄祥海, 梁书亭. 全预制钢筋混凝土干式框架节点中暗牛腿的分析[J]. 工业建筑, 2008, 38(2):35-39.
    NAKAKI S D, ENGLEKIRK R E, PLAEHN J L. Ductile Connectors for a Precast Concrete Frame[J]. PCI Journal, 1994(4):46-58.
    李向民, 高润东, 许清风. 预制装配式混凝土高效延性节点试验研究[J]. 中南大学学报, 2013, 44(8):53-63.
    程蓓, 石彩华, 徐建伟. 装配式钢筋混凝土梁柱构件连接技术研究[J]. 工业建筑, 2017, 47(7):1-5.
    韩春, 李青宁, 姜维山, 等. 装配式预应力混凝土梁与高强钢筋约束混凝土柱连接节点抗震性能试验研究[J]. 振动与冲击, 2017, 36(1):248-254.
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