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国外预制混凝土双T板楼盖体系的研究

庞瑞 梁书亭 朱筱俊

张丹萍, 秦士洪, 廖劲锋, 沙鸥, 祝年虎, 肖思伟. 大直径预应力钢绞线黏结性能试验研究[J]. 工业建筑, 2021, 51(10): 33-39. doi: 10.13204/j.gyjzG21081711
引用本文: 庞瑞, 梁书亭, 朱筱俊. 国外预制混凝土双T板楼盖体系的研究[J]. 工业建筑, 2011, 41(3): 121-126. doi: 10.13204/j.gyjz201103024
ZHANG Danping, QIN Shihong, LIAO Jingfeng, SHA Ou, ZHU Nianhu, XIAO Siwei. EXPERIMENTAL RESEARCH ON BOND PROPERTIES OF LARGE-DIAMETER PRESTRESSED STEEL STRANDS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 33-39. doi: 10.13204/j.gyjzG21081711
Citation: Pang Rui, Liang Shuting, Zhu Xiaojun. STATE-OF-THE-ART OF OVERSEAS RESEARCH OF PRECAST DOUBLE-TEE FLOORS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 121-126. doi: 10.13204/j.gyjz201103024

国外预制混凝土双T板楼盖体系的研究

doi: 10.13204/j.gyjz201103024
基金项目: 

教育部高等学校博士学科点专项科研基金项目(20060286043);江苏省六大人才高峰项目(1105000150);南京市建委项目(宁建科208592)

详细信息
  • 中图分类号: TU375

STATE-OF-THE-ART OF OVERSEAS RESEARCH OF PRECAST DOUBLE-TEE FLOORS

  • 摘要: 预制预应力双T板楼盖集预制结构的优点和良好的力学特征于一身,应用前景广阔。通过对预制双T板楼盖体系的构造特点、设计原则和连接件设计方法的介绍,阐述国外双T板楼盖体系的研究现状,并提出该领域可能的发展趋势,以期能为相关人员了解这一领域的研究成果,开展研究和设计工作提供参考。
  • [2] Yee A A.Social and Environmental Benefits of Precast ConcreteTechnology[J].PCI Journal,2001,46(3):14-19.
    Yee A A.预制与预应力混凝土的结构和经济效益[J].建筑结构,2002,32(6):3-7.
    [3] 建设部.建筑工业化发展纲要[J].施工技术,1995(8):1-3.
    [4] 陈铁,曹明星,张清亮.双T板在工业厂房中的应用比较[J].工程建设与设计,2008(2):49-51.
    [5] 何德湛,贾方树.一种房屋建筑的轻型屋盖构件预应力混凝土双T板[J].预应力技术,2008(5):8-10.
    [6] Naito C,Liling Cao,Wesley Peter.Precast Concrete Double-TeeConnections,part1:Tension Behavior[J].PCI Journal,2009(2):49-65.
    [7] Neil M Hawkins,Chosh S K.Proposed Revisions to1997NEHRPRecommended Provisions for Seismic Regulations for PrecastConcrete Structures Part3-Diaphragms[J].PCI Journal,2000(3):50-59.
    [8] ACI Committee318,ACI318R05,ACI318-05,Building CodeRequirements for Structural Concrete and Commentary[S].American Concrete Institute,Farmington Hills,MI,2005.
    [9] Fleischman R B,Naito C,Restrepo J,et al.Seismic DesignMethodology for Precast Concrete Diaphragms,Part1:DesignFramework[J].PCI Journal,2005(5):68-83.
    [10] Zheng W.Oliva M O.A Practical Method to Estimate ElasticDeformation of Precast Pretopped Double Tee Diaphragms[J],PCIJournal,2005(2):44-55.
    [11] Zheng W.Analytical Method for Assessment of Shear CapacityDemand for Untopped Precast Double-Tee Diaphragms Joined byMechanical Connectors[D].Ph.D.Dissertation,University ofWisconsin-Madison,Madison,WI,2001.
    [12] PCI Industry Handbook Committee,2004.PCI Design Handbook:Precast and Prestressed Concrete(6th ed)[S].Chicago,IL:PCI.
    [13] Naito C,L Cao.Precast Diaphragm Panel Joint ConnectorPerformance[C]∥Paper2722,Proceedings13th WorldConference on Earthquake Engineering,Vancouver,Canada:2004.
    [14] Cao L,Naito C.Design of Precast Diaphragm Chord Connectionsfor In-Plane Tension Demands[J].ASCE,Journal of StructuralEngineers,2007,133(11):1627-1635.
    [15] L Cao,Naito C.Precast Concrete Double-Tee Connections,Part2:Shear Behavior[J].PCI Journal,2009(2):97-115.
    [16] Fleischman R B,Wan G.Appropriate Overstrength of ShearReinforcement in Precast Concrete Diaphragms[C]∥ASCE J.Struct.Engrg,Special Issue:Precast/Prestressed ConcreteStructures under Natural and Human-Made Hazards,2007,133(11):1616-1626.
    [17] Pincheira J A,Oliva M G,W Zheng.Behavior of Double-TeeFlange Connectors Subjected to In-Plane Monotonic and ReversedCyclic Loads[J].PCI Journal,2005(6):2-24.
    [18] Venuti,William J.Diaphragm Shear Connections Between Flangesof Prestressed Concrete T-beams[J].PCI Journal,1970(1):67-78.
    [19] Seo C.Behavior and Design of Shear Leg for Shear ConnectorsBetween Double Tee Members[R].MS Report,University ofWisconsin,Madison,WI,1997:93.
    [20] Fleischman R B,Sause R,Pessiki S,et al.Seismic Behavior ofPrecast Parking Structure Diaphragms[J].PCI Journal,1998(1):38-53.
    [21] Farrow K T,Fleischman R B.Effect of Dimension andConstruction Detail on the Capacity of Diaphragms in PrecastParking Structures[J].PCI Journal,2003(5):46-61.
    [22] Fleischman R B,Farrow K T.Seismic Design Recommendationsfor Precast Concrete Diaphragms in Long Floor Span Construction[J].PCI Journal,2003(6):46-62.
    [23] Cleland N M,Ghosh S K.Untopped Precast Concrete Diaphragmsin Hight-Seismic Application[J].PCI Journal,2002(1):94-99.
    [24] Fleischman R B,Naito C J,Restrepo J,et al.Seismic DesignMethodology for Precast Concrete Diaphragms,Part2:ResearchProgram[J].PCI Journal,2005(6):2-19.
    [25] Nigel Priestley M J.Overview of PRESSS Research Program[J].PCI Journal,1991(4):50-57.
    [26] Fleischman R B,Farrow K T,Eastman K.Seismic Response ofPerimeter Lateral-System Structures with Highly FlexibleDiaphragms[J].Earthquake Spectra,2002(5):251-286.
    [27] Schoettler M J,Belleri A,Zhang D,et al.Preliminary Results ofthe Shake-Table Testing for the Development of a DiaphragmSeismic Design Methodology[J].PCI Journal,2009(2):100-123.
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出版历程
  • 收稿日期:  2010-06-21
  • 刊出日期:  2011-03-20

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