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

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

1. 中冶建筑研究总院有限公司, 北京 100088;
2. 中国建筑科学研究院有限公司, 北京 100013

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

计量
- 文章访问数: 159
- HTML全文浏览量: 24
- PDF下载量: 11
- 被引次数: 0
出版历程
- 收稿日期: 2022-08-29

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

1. Central Research Institute of Building and Construction Co., Ltd., MCC Group, Beijing 100088, China;
2. China Academy of Building Research, Beijing 100013, China

摘要

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。
- 预应力 /
- 装配式建筑 /
- 双T板 /
- 受力性能 /
- 连接方式
Abstract: Prestressed concrete double tees set precast structural characteristics and good mechanical properties, widely used in large-span industrial and public buildings at home and abroad. Based on the current research and application status of prestressed concrete double tees in China and abroad, this paper summaries the structural performance research and engineering applications progress of prestressed concrete double tees, and introduces the research progress in key areas such as mechanical behavior, connection and disaster resistance. The key points of design and calculation of double tees and some representative engineering applications are shown. This paper also discusses the key development directions in the future such as high performance materials, new cross-sectional forms and matching technology in order to provide certain guidance for the future application and research direction of prestressed concrete double tees.
- prestress /
- prefabricated building /
- double tees /
- mechanical behavior /
- connection

HTML全文

参考文献(57)

[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.