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

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

1.
1. 东南大学土木工程学院,南京 210096;
2.
2. 东南大学建筑设计研究院,南京 210096

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
计量
- 文章访问数: 129
- HTML全文浏览量: 4
- PDF下载量: 163
- 被引次数: 0
出版历程
- 收稿日期: 2010-06-21
- 刊出日期: 2011-03-20

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

1.
1. College of Civil Engineering,Southeast University,Nanjing 210096,China;
2.
2. Architectural Design &Research Institute of Southeast University,Nanjing 210096,China

摘要

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。
- 双T板楼盖 /
- 连接件 /
- 力学性能 /
- 设计理论
Abstract: Doule-Tee(DT) floor has an optimistic application prospect attribute to its mechanical characteristics and the merits of precast structures.The composition feature and design principles of DT floors,the design method of connections are introduced and the possible development trend is proposed to provide references for the understanding,design and further research of DT floors.
- DT floors /
- connector /
- mechanical characteristics /
- design theory

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参考文献(27)

[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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