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预应力混凝土双T板结构性能研究与工程应用进展

王晓锋 那振雅 赵广军 韩伟涛

王晓锋, 那振雅, 赵广军, 韩伟涛. 预应力混凝土双T板结构性能研究与工程应用进展[J]. 工业建筑, 2023, 53(3): 12-20. doi: 10.13204/j.gyjzG22082911
引用本文: 王晓锋, 那振雅, 赵广军, 韩伟涛. 预应力混凝土双T板结构性能研究与工程应用进展[J]. 工业建筑, 2023, 53(3): 12-20. doi: 10.13204/j.gyjzG22082911
WANG Xiaofeng, NA Zhenya, ZHAO Guangjun, HAN Weitao. Advances in Structural Performance Research and Engineering Application of Prestressed Concrete Double Tees[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 12-20. doi: 10.13204/j.gyjzG22082911
Citation: WANG Xiaofeng, NA Zhenya, ZHAO Guangjun, HAN Weitao. Advances in Structural Performance Research and Engineering Application of Prestressed Concrete Double Tees[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 12-20. doi: 10.13204/j.gyjzG22082911

预应力混凝土双T板结构性能研究与工程应用进展

doi: 10.13204/j.gyjzG22082911
基金项目: 

国家自然科学基金项目(52178184)。

详细信息
    作者简介:

    王晓锋,男,1977年出生,工学博士,研究员。电子信箱:wxf77@139.com

Advances in Structural Performance Research and Engineering Application of Prestressed Concrete Double Tees

  • 摘要: 预应力混凝土双T板集预制结构特性和良好力学性能于一体,在国内外各类大跨度工业及公共建筑中广泛应用。基于国内外预应力混凝土双T板研究与应用现状,对其结构性能研究与工程应用进展进行了总结,介绍了受力性能、连接方式、抗灾性能等重点领域的研究进展,简介了双T板工程应用的设计计算要点和若干具有代表性的工程应用,探讨了高性能材料、新型截面形式、配套工艺等重点发展方向,以期为预应力混凝土双T板的进一步应用及研究方向提供一定的参考。
  • [1] 建筑杂志社. 装配式建筑风正劲足发展加速[J]. 建筑, 2022, 68(10): 14-17.
    [2] 李伟兴. 预制双T板在公共建筑中的应用特点及案例介绍[J]. 混凝土世界, 2019, 126(12): 35-41.
    [3] 王晓锋,赵勇,高志强. 预应力混凝土双T板的应用及相关技术问题[C]//第二届建筑工业化技术论坛论文集. 深圳:2012.
    [4] Institute Precast-and-Prestressed-Concrete. PCI design handbook[M]. 7th Edition. Chicago: PCI, 2010.
    [5] ACI. Building code requirements for structural concrete:ACI 318-19 and commentary [S]. ACI: Mich, 2019.
    [6] 陶逸钟. 三十五年来建筑结构设计的发展[J]. 建筑结构, 1984, 2(4): 2-5.
    [7] 王晓锋,赵广军,赵勇,等. 进一步推广应用预应力混凝土双T板思考[C]//2020年工业建筑学术交流会论文集(下册). 2020.
    [8] 中华人民共和国住房和城乡建设部.预应力混凝土双T板(坡板宽度2.4 m):06SG432-1[S]. 北京:中国计划出版社, 2007.
    [9] 中华人民共和国住房和城乡建设部.预应力混凝土双T板(坡板宽度3.0 m):08SG432-3[S]. 北京: 中国计划出版社, 2009.
    [10] 中华人民共和国住房和城乡建设部.预应力混凝土双T板(平板宽度2.0 m、2.4 m、3.0 m):09SG432-2[S]. 北京: 中国计划出版社, 2010.
    [11] 中华人民共和国住房和城乡建设部.预应力混凝土双T板(坡板宽度2.4 m、3.0 m;平板宽度2.0 m、2.4 m、3.0 m):18G432-1[S]. 北京: 中国计划出版社, 2019.
    [12] 中国土木工程学会. 预应力混凝土双T板:T/CCES 6001—2020[S]. 北京: 中国建筑工业出版社, 2021.
    [13] ANTONIO C. Shear behaviour of prestressed double tees in self-compacting polypropylene fibre reinforced concrete[J]. Engineering Structures, 2017, 146(5): 93-104.
    [14] BOTROS A W,LUCIER G,RIZKALLA S H,et al. Behavior of free and connected double-tee flanges reinforced with carbon-fiber-reinforced polymer[J]. PCI Journal, 2016, 134(5): 49-68.
    [15] JOHN M S,MAHER K T,PANCHY A,et al. Behavior and design of double tees with web openings[J]. PCI Journal, 1996, 26(1): 46-62.
    [16] 周威,张文龙. 装配式停车楼结构预应力混凝土双T板弯曲性能试验研究[J]. 建筑结构学报, 2018, 39(12): 66-73.
    [17] 熊学玉,葛益苴,姚刚峰. 预制预应力混凝土双T板受弯性能足尺试验研究[J]. 建筑结构学报, 2022, 43(2): 127-136.
    [18] 中华人民共和国住房和城乡建设部. 混凝土结构设计规范:GB 50010—2010[S]. 北京: 中国建筑工业出版社, 2015.
    [19] 芦静夫,孙占琦,邱勇,等. 大跨重载预应力混凝土双T板受力性能试验研究[J]. 工业建筑, 2020, 50(9): 62-67.
    [20] POORE L E. The development of a steel embedded connection for double-tee beams[C]//IEEE International Conference on Plasma Science. San Diego: IEEE, 2009.
    [21] MATTOCK A H,THERYO T S. Strength of precast prestressed concrete members with dapped ends[J]. PCI Journal, 1986, 31(5): 58-75.
    [22] NANNI A,HUANG P C. Validation of an alternative reinforcing detail for the dapped ends of prestressed double tees[J]. PCI Journal, 2002, 47(3): 38-50.
    [23] BOTROS A W. Behavior and design of dapped ends of prestressed concrete[D]. Raleigh: North Carolina State University, 2015.
    [24] 赵勇,张辉,程春森. 预制混凝土双T板企口端部受力性能试验研究[J]. 建筑结构学报, 2018, 39(增刊2): 28-35.
    [25] 王晓锋,那振雅,赵广军,等. 预应力混凝土双T板端部钢带及拉筋企口受力性能试验研究[J]. 建筑结构学报, 2021, 42(2): 187-197.
    [26] 那振雅,王晓锋,赵广军,等. 预应力双T板端部新型钢质企口连接方式设计方法研究[J]. 结构工程师, 2021, 37(4): 194-202.
    [27] PUNEET K,VENKATESH K R. A rational approach for fire-resistance evaluation of double-tee, prestressed concrete slabs in parking structures[J]. PCI Journal, 2020, 123(2): 20-41.
    [28] STEPHEN P, JONATHAN B. Analytical investigation of vehicle fires in precastconcrete parking structures[J]. PCI Journal, 2013, 98(2): 111-123.
    [29] KODUR V, NICKCLAS R H. A performance-based approach for evaluating fireresistance of prestressed concrete double T-beams[J]. Journal of Fire Protection Engineering, 2011, 21(3): 185-222.
    [30] PATRICK B,NATASA K,ROBETO F. Computational study on prestressed concrete members exposed to natural fires[J]. Fire Safety Journal, 2018, 97(4): 54-65.
    [31] NADER M O, KASHA S P. Restraint mechanisms in precast concrete double-tee floorsystems subjected to fire[J]. PCI Journal, 2013, 98(2): 95-110.
    [32] 傅日荣,孙帅. 基于ABAQUS的火灾下预应力混凝土双T板有限元分析[J]. 混凝土, 2019, 359(9): 100-103

    , 107.
    [33] ENGIN M R, LUIS A M,UFUK D. An analytical model for estimating load-test deflections in fire-damaged precast,pretressed concrete members[J]. PCI Journal, 2009, 82(2): 129-142.
    [34] MATTHEW J W,BRETT Q T,DAVID B S. Post-fire nondestructive evaluation of a prestressed concrete double-tee joist roof[J]. Journal of Performance of Constructed Facilities, 2015, 29(2): 1-11.
    [35] BRAD C M, RUDOLF S. Modified layered-sectional analysis for forensic investigation[J]. Performance of Constructed Facilities, 2015, 29(4): 1-11.
    [36] 刘洋,李志武,杨思忠,等. 装配式建筑叠合楼板研究进展[J]. 混凝土与水泥制品, 2019, 273(1): 61-68.
    [37] FATTAH S A, ERIC P F. Load testing of a precast concrete double-tee flange connector[J]. PCI Journal, 2004, 61(3): 85-94.
    [38] CLAY N,CAO L L,WESLEY P. Precast concrete double-tee connectors part 2:shear behavior[J]. PCI Journal, 2009, 78(1): 97-114.
    [39] CLAY N,CAO L L,WESLEY P. Precast concrete double-tee connections, part 1:tension behavior[J]. PCI Journal, 2009, 78(1): 49-65.
    [40] ROBERT B F. Seismic behavior of precast parking structure diaphragms[J]. PCI Journal, 1998, 30(1): 39-53.
    [41] JOHN J B, MARIO E R. Behavior of connections and floor diaphragms in seismic-resisting precast concrete buildings[J]. PCI Journal, 2005, 67(2): 57-75.
    [42] LEE H J, DANIEL A K. Seismic response of parking structures with precast concrete diaphragms[J]. PCI Journal, 2008, 67(2): 1-24.
    [43] MARCO B, MARCO S. Numerical simulation of seismic-induced failure of a precast structure during the emilia earthquake[J]. Journal of Performance of Constructed Facilities, 2018, 32(1): 1-11.
    [44] 金仁超,丁建国. 双T型板的应用及其屈曲特征分析[J]. 工业建筑, 2009, 39(增刊1): 376-377, 422.
    [45] RIZKALLA S. Innovative use of FRP for the precast concrete industry[J]. Advances in Structural Engineering, 2012, 15(4): 565-574.
    [46] MARC M, GEORGE M, MAHER K T. Structural performance of precastprestressed bridge double-tee girders made of high-strength concrete, welded wire reinforcement, and 18-mm-diameter strands[J]. Journal of Bridge Engineering, 2013, 18(10): 1053-1061.
    [47] AASHTO. AASHTO LRFD bridge design specifications[S]. New York: America Assoociation of State Highway and Transportation Officials, 2017.
    [48] VICTOR T, NAVID Z, MARC M. Experimental and analytical investigation of live-load distribution factors for double tee bridges[J]. Journal of Performance of Constructed, 2019, 33(1): 1-11.
    [49] CHRISTOPHER S P,PAUL J B,MARC M M,et al. Behavior of 48-year-old double-tee bridge girders made with lightweight concrete[J]. Journal of Performance of Constructed Facilities, 2016, 21(9): 1-11.
    [50] LAUREN S G, STEVEN M H. The first ever next beam bridge[J]. PCI Journal, 2013, 95(4): 55-62.
    [51] MICHAELL P C, RITA L S. Development of the northeast extreme tee (next) beam foraccelerated bridge construction[J]. PCI Journal, 2010, 83(2): 86-101.
    [52] MAURICIO D A, PINAR O. Causes of excessive detensioning stresses in northeast extreme tee beams[J]. PCI Journal, 2017, 111(2): 31-45.
    [53] Institute Precast and Prestressed Concrete. 275 Wyman street parking garage[EB/OL]. (2014-12-04)[2022-07-05]. https://www.pci.org/PCI/Project_Resources/Project_Profile/Project_Profile_Details.aspx?ID=221735.
    [54] Institute Precast and Prestressed Concrete. Lenovo parking deck[EB/OL]. (2020-05-01)[2022-08-24].https://www.pci.org/PCI/Project_Resources/Project_Profile/Project_Profile_Details.aspx?ID=234425.
    [55] Institute Precast and Prestressed Concrete. Sky bridge[EB/OL]. (2015-06-23)[2022-08-29]. https://www.pci.org/PCI/Project_Resources/Project_Profile/Project_Profile_Details.aspx?ID=23424.
    [56] 黄巍,孙振宇,何晓宇. 大型承重预应力双T板裂缝分析与处理[J]. 智能城市, 2019, 5(4): 93-94.
    [57] 李江涛,张克,文善平,等. 上海颛桥万达广场PC结构设计回顾与思考[J]. 建筑结构, 2018, 48(增刊1): 624-631.
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  • 收稿日期:  2022-08-29

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