Research Progress on Precast Concrete Frame Structures

doi:10.11908/j.issn.0253-374x.20046

Home > Archive>Volume 48, Issue 9, 2020 >1241-1255. DOI:10.11908/j.issn.0253-374x.20046

Research Progress on Precast Concrete Frame Structures
DOI:
                        10.11908/j.issn.0253-374x.20046
                    
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                        XUE Weichen1XUE Weichen
College of Civil Engineering, Tongji University, Shanghai 200092, China
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HU Xiang1HU Xiang
College of Civil Engineering, Tongji University, Shanghai 200092, China
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Affiliation:College of Civil Engineering, Tongji University, Shanghai 200092, China
Clc Number:TU375.2
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Abstract:

According to the structural details of core regions, precast concrete frame structures are generally divided into two types, i.e. precast concrete frame structures with cast-in-place core regions and precast concrete frame structures with precast concrete core regions. Based on systematic investigations of relevant studies in China and abroad, the structural characteristics, mechanical behaviours and design methods of different types of precast concrete frame structures are summarized. On this basis, the domestic and foreign technical specifications of precast concrete frame structures are introduced, and the future research and development work is also prospected.

Key words:precast concrete frame structures;cast-in-place core region;precast core region;mechanical behaviours;technical specification

Reference

[1] HUBER B, STEINLE A. Precast concrete structures[M]. Berlin: Ernst & Sohn GmbH & Co.， KG, 2011.

[2] 薛伟辰. 预制混凝土框架结构体系研究与应用进展[J]. 工业建筑, 2002, 32(11): 47.

[3] XUE Weichen, HU Xiang, YANG Yunjun. Full-scale tests on composite concrete T-beams subjected to cyclic and monotonic loading[J]. Proceedings of the Institution of Civil Engineering：Structures and Buildings, 2019, 172(9): 671.

[4] 薛伟辰, 胡翔. 预制混凝土剪力墙结构体系研究进展[J]. 建筑结构学报, 2019, 40(2): 44.

[5] ELLIOTT S K, JOLLY K C. Multi-storey precast concrete framed structures[M]. Chichester: John Wiley & Sons, Ltd., 2013.

[6] XUE Weichen, YANG Xinlei. Tests on half-scale, two-story, two-bay, moment-resisting hybrid concrete frames[J]. ACI Structural Journal, 2009, 106(5): 627.

[7] PARK R, BULL D K. Seismic resistance of frames incorporating precast prestressed concrete beam shells[J]. PCI Journal, 1986, 31(4): 54.

[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研究[J]. 建筑结构学报, 2008, 29(6): 9.

[9] XUE Weichen, ZHANG Bing. Seismic behavior of hybrid concrete beam-column connections with composite beams and cast-in-place columns [J]. ACI Structural Journal, 2014, 111(3): 617.

[10] XUE Weichen, YANG Xinlei. Seismic tests of precast concrete, moment-resisting frames and connections [J]. PCI Journal, 2010, 55(3): 102.

[11] XUE Weichen, YANG Xinlei. Tests on 1/4-scale six-story two-bay hybrid concrete moment-resisting frames under lateral loading [J]. Advances in Structural Engineering, 2016, 19(2): 341.

[12] 黄远, 张锐, 朱正庚, 等. 现浇柱预制梁混凝土框架结构抗震性能试验研究[J]. 建筑结构学报, 2015, 36(1): 44.

[13] 陈适才, 闫维明, 王文明, 等. 大型预制混凝土结构梁?柱?叠合板边节点抗震性能研究[J]. 建筑结构学报, 2011, 32(6): 60.

[14] 柳旭东, 王东辉, 刘帅, 等. 装配式梁柱边节点抗震性能试验研究[J]. 建筑结构, 2016, 46(10): 87.

[15] 薛伟辰, 张斌, 胡翔. 预制柱叠合梁框架抗震性能试验研究[R]. 上海: 同济大学, 2012.

[16] 张微敬, 王桂洁, 张晨骋, 等. 钢筋机械连接的装配式框架抗震性能试验研究与有限元分析[J]. 土木工程学报, 2019, 52(5): 47.

[17] 袁鑫杰, 李易, 陆新征, 等. 湿式连接装配式混凝土框架抗连续倒塌静力试验研究[J]. 土木工程学报, 2019, 52(12): 46.

[18] 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.

[19] 刘璐, 黄小坤, 田春雨, 等. 配置大直径大间距HRB500高强钢筋的装配整体式钢筋混凝土框架节点抗震性能试验研究[J]. 建筑结构学报, 2016, 37(5): 247.

[20] 薛伟辰, 胡翔, 任栋升, 等. 预制高强混凝土框架结构抗震性能研究[R]. 上海: 同济大学, 2017.

[21] 代领杰, 胡翔, 薛伟辰. 一种新型预制混凝土框架节点简介及其受力性能探讨[J]. 施工技术, 2017, 46(4): 6.

[22] 薛伟辰, 胡翔, 孙哲. 新型预制混凝土框架柱抗震性能试验研究[R]. 上海: 同济大学, 2015.

[23] 薛伟辰, 胡翔, 代领杰. 螺栓连接预制混凝土框架结构抗震性能试验研究[R]. 上海: 同济大学, 2017.

[24] ALCOCER S M, CARRANZA R, PEREZ N D, et al. Seismic tests of beam-to-column connections in a precast concrete frame[J]. PCI Journal, 2002, 47(3): 70.

[25] ERTAS O, OZDEN S, OZTURAN T. Ductile connections in precast concrete moment resisting frames[J]. PCI Journal, 2006, 51(3): 66.

[26] 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.

[27] EOM T S, PARK H G, HWANG H J, et al. Plastic hinge relocation methods for emulative PC beam-column connections [J]. Journal of Structural Engineering：ASCE, 2016, 142(2): 1.

[28] YUKSEL E, KARADOGAN H F, BAL I E, et al. Seismic behavior of two exterior beam-column connections made of normal-strength concrete developed for precast construction [J]. Engineering Structures, 2015, 99: 157.

[29] 薛伟辰, 胡翔, 张力, 等. 预制异形柱混凝土框架结构抗震性能研究[R]. 上海: 同济大学, 2014.

[30] 薛伟辰, 胡翔, 孙岩波, 等. 预制型钢混凝土框架结构抗震性能研究[R]. 上海: 同济大学, 2017.

[31] 侯光荣, 王绪续, 吕娜娜, 等. 新型装配式部分型钢混凝土框架梁柱节点抗震性能试验研究[J]. 建筑结构, 2018, 48(7): 27.

[32] CHOI H K, CHOI Y C, CHOI C S. Development and testing of precast concrete beam-to-column connections[J]. Engineering Structures, 2013, 56(Suppl. C): 1820.

[33] 蔡建国, 冯健, 王赞, 等. 预制预应力混凝土装配整体式框架抗震性能研究[J]. 中山大学学报: 自然科学版, 2009, 48(2): 136.

[34] 蔡建国, 赵耀宗, 朱洪进, 等. 预制混凝土框架中节点抗震性能的试验研究[J]. 四川大学学报: 工程科学版, 2010, 42(Z1): 113.

[35] 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.

[36] 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(Z2): 59.

[37] 薛伟辰, 胡翔, 廖显东, 等. 预制预应力混凝土框架结构抗震性能研究[R]. 上海: 同济大学, 2015.

[38] HU X, XUE W C, QI D Q. Experimental studies on precast post-tensioned concrete connections with composite beams and multi-storey columns[J]. Magazine of Concrete Research, https://doi.org/10.6800/jmacr.18.00595.

[39] Center for Advanced Engineering (CAE). Guidelines for the use of structural precast concrete in buildings[M]. Christchurch: Wickliffe Press,1999.

[40] 刘桐, 陈娟, 刘友忠, 等. 基于水泥基复合材料连接的装配式框架节点抗震性能试验研究[J]. 工业建筑, 2017, 47(11): 84.

[41] 罗青儿, 王蕴, 翁煜辉, 等. 装配整体式钢筋混凝土框架梁柱节点的试验研究[J]. 工业建筑, 2009, 39(2): 80.

[42] 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, 43(3): 110.

[43] 刘洪涛, 闫秋实, 杜修力. 钢筋混凝土框架梁柱节点灌浆套筒连接抗震性能研究[J]. 建筑结构学报, 2017, 38(9): 54.

[44] 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(1): 44.

[45] KHOO J H, LI B, YIP W K. Tests on precast concrete frames with connections constructed away from column faces[J]. ACI Structural Journal, 2006, 103(1): 18.

[46] 李忠献, 张雪松, 丁阳. 装配整体式型钢混凝土框架节点抗震性能研究[J]. 建筑结构学报, 2005， 26(4): 32.

[47] SUDHAKAR A K, LI B. Investigations of seismic behavior of hybrid connections[J]. PCI Journal, 2009, 54(1): 67.

[48] 宋玉普, 王军, 范国玺, 等. 预制装配式框架结构梁柱节点力学性能试验研究[J]. 大连理工大学学报, 2014, 54(4): 438.

[49] FRENCH C W, AMU O, TARZIKHAN C. Connections between precast elements-failure outside connection region[J]. Journal of Structural Engineering： ASCE, 1989, 115(2): 316.

[50] 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试验研究[J]. 地震工程与工程振动, 2005, 25(1): 81.

[51] 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.

[52] BAHRAMI S, MADHKHAN M, SHIRMOHAMMADI F, et al. Behavior of two new moment resisting precast beam to column connections subjected to lateral loading[J]. Engineering Structures, 2017, 132(Suppl. C): 808.

[53] YEKRANGNIA M, TAHERI A, ZAHRAI S M. Experimental and numerical evaluation of proposed precast concrete connections[J]. Structural Concrete, 2016, 17(6): 959.

[54] BARROS A E A, BELLUCIO E K, EL D M K. Behaviour of grouted dowels used in precast concrete connections[J]. Structural Concrete, 2012, 13(2): 84.

[55] 吕西林, 范力, 赵斌. 装配式预制混凝土框架结构缩尺模型拟动力试验研究[J]. 建筑结构学报, 2008, 29(4): 58.

[56] PRIESTLEY M J N. Overview of PRESSS research program[J]. PCI Journal, 1991, 36(4): 50.

[57] MACRAE G A, PRIESTLEY M J N. Precast post-tensioned un-grouted concrete beam-column subassemblage tests[R]. La Jolla: University of California at San Diego, 1988.

[58] CHEOK G S, LEW H S. Performance of 1/3-scale model precast concrete beam-column connections subjected to cyclic inelastic loads:Report No. 1[R]. Gaithersburg: National Institute of Standards and Technology, 1990.

[59] CHEOK G S, LEW H S. Performance of 1/3-scale model precast concrete beam-column connections subjected to cyclic inelastic loads:Report No. 2[R]. Gaithersburg: National Institute of Standards and Technology, 1991.

[60] CHEOK G S, STONE W C. Performance of 1/3-scale model precast concrete beam-column connections subjected to cyclic inelastic loads:Report No. 3[R]. Gaithersburg: National Institute of Standards and Technology, 1993.

[61] CHEOK G S, STONE W C. Performance of 1/3-scale model precast concrete beam-column connections subjected to cyclic inelastic loads:Report No. 4[R]. Gaithersburg: National Institute of Standards and Technology, 1994.

[62] NAKAKI S D, STANTON J F, SRITHARAN S. An overview of the PRESSS five-story precast test building[J]. PCI Journal, 1999, 44(2): 26.

[63] PRIESTLEY M J N. The PRESSS program:current status and proposed plans for phase III[R]. PCI Journal, 1996, 41(2): 22.

[64] PALMIERI L, SAQAN E, FRENCH C, et al. Ductile connections for precast concrete frame systems[J]. ACI Special Publication, 1996, 162: 313.

[65] PRIESTLEY M J N, SRITHARAN S, CONLEY J R, et al. Preliminary results and conclusions from the PRESSS five-story precast concrete test building[J]. PCI Journal, 1999, 44(6): 42.

[66] 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): 895.

[67] 张晨, 周宇凌, 蔡小宁, 等. 后张无黏结混合装配式框架节点抗震性能试验研究[J]. 东南大学学报: 自然科学版, 2016, 46(5): 1063.

[68] 潘鹏, 王海深, 郭海山, 等. 后张无黏结预应力干式连接梁柱节点抗震性能试验研究[J]. 建筑结构学报, 2018, 39(10): 46.

[69] 柳炳康, 张瑜中, 晋哲锋, 等. 预压装配式预应力混凝土框架接合部抗震性能试验研究[J]. 建筑结构学报, 2005, 26(2): 60.

[70] KISHIDA S, KITAYAMA K, MARUTA M, et al. Earthquake resistant performance and failure mechanism of precast prestressed concrete beam-column joints assembled by post-tensioning steel bars[C]//Proceeding of 13th World Conference on Earthquake Engineering，13th World Conference on Earthquake Engineering. Vancouver：[s.n.], 2004: 1-15.

[71] JIN K, KITAYAMA K, SONG S, et al. Shear capacity of precast prestressed concrete beam-column joint assembled by unbonded tendon[J]. ACI Structural Journal, 2017, 114(1): 51.

[72] 柳炳康, 田井锋, 张瑜中, 等. 低周反复荷载下预压装配式PC框架延性性能和耗能能力[J]. 建筑结构学报, 2007, 28(3): 74.

[73] 柳炳康, 宋满荣, 蒋亚琼, 等. 预制预应力混凝土装配整体式框架抗震性能试验研究[J]. 建筑结构学报, 2011, 32(2): 24.

[74] 黄慎江, 屈克达, 张克勤, 等. 半刚性预压装配式PC框架弯矩调幅系数的研究[J]. 合肥工业大学学报: 自然科学版, 2012, 35(11): 1514.

[75] ENGLEKIRK R E. Development and testing of a ductile connector for assembling precast concrete beams and columns[J]. PCI Journal, 1995, 40(2): 36.

[76] 李向民, 高润东, 许清风. 预制装配式混凝土框架高效延性节点试验研究[J]. 中南大学学报: 自然科学版, 2013, 44(8): 3453.

[77] 吴从晓, 周云, 张超, 等. 布置阻尼器的现浇与预制装配式框架梁柱组合体抗震性能试验研究[J]. 建筑结构学报, 2015, 36(6): 61.

[78] 吴从晓, 黄臻, 邓雪松, 等. 二层二跨预制装配式和现浇混凝土框架消能减震框架结构抗震性能对比[J]. 应用基础与工程科学学报, 2017, 25(1): 149.

[79] SONG L L, GUO T, CHEN C. Experimental and numerical study of a self-centering prestressed concrete moment resisting frame connection with bolted web friction devices[J]. Earthquake Engineering & Structural Dynamics, 2014, 43(4): 529.

[80] KOSHIKAWA T. Moment and energy dissipation capacities of post-tensioned precast concrete connections employing a friction device[J]. Engineering Structures, 2017, 138: 170.

[81] GUO T, SONG L L, CAO Z, et al. Large-scale tests on cyclic behavior of self-centering prestressed concrete frames[J]. ACI Structural Journal, 2016, 113(6): 1263.

[82] SONG L L, GUO T, GU Y, et al. Experimental study of a self-centring prestressed concrete frame subassembly[J]. Engineering Structures, 2015, 88: 176.

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XUE Weichen, HU Xiang. Research Progress on Precast Concrete Frame Structures[J].同济大学学报(自然科学版),2020,48(9):1241~1255

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