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Volume 54 Issue 10
Oct.  2024
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Article Contents
WANG Chao, LIU Junjin, DENG Yang, LIU Jing, REN Yiqiang, LIU Jialei, QIAO Bin, PAN Guangyong. Analysis and Design of Micro-Curved Cable Net Supported Curtain Walls Crossing Corners[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 62-69. doi: 10.3724/j.gyjzG24082107
Citation: WANG Chao, LIU Junjin, DENG Yang, LIU Jing, REN Yiqiang, LIU Jialei, QIAO Bin, PAN Guangyong. Analysis and Design of Micro-Curved Cable Net Supported Curtain Walls Crossing Corners[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 62-69. doi: 10.3724/j.gyjzG24082107

Analysis and Design of Micro-Curved Cable Net Supported Curtain Walls Crossing Corners

doi: 10.3724/j.gyjzG24082107
  • Received Date: 2024-08-21
    Available Online: 2024-11-06
  • Taking the design of the cable mesh curtain wall of CICC Tower as a case study, and design method of a cross-corner micro-curved cable mesh curtain wall was studied and analyzed, and the key technical details were put forward from the overall analysis and calculation of the cable mesh structure, the analysis of key joints, and the design of the curtain wall system. The results showed that the "micro-curved" single-layer cable network structure supported building curtain wall could realize the modeling demand of the corner of the building facade; the overall analysis of the cable network structure should consider the rigidity of the main supporting structure and the influence of the construction process, and should also consider the spatial relations between different components at the joints of the cable network; when designing the curtain wall system, the focus should be on the displacement of the glass panel support points in and out of the plane of the curtain wall, the warping of the control panel should be strictly controlled, and measures should be taken to prevent the panel from sliding out of the range of the connectors.
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  • [1]
    KOMLEV V,MACHACEK J. Cable-net systems supporting glass facades[C]//27/28th International Conference on Engineering Mechanics.2022: 205-208.
    [2]
    WANG Y Q, WU L, et al. FEM analysis and experimental study on monolayer cable net for glass facades: static performance[J]. Advances in Structural Engineering,2007,10(S4):371-382.
    [3]
    武岳,郭轶宏,孙晓颖.北京新保利大厦幕墙索支承结构抗震性能研究[J].建筑结构,2010,40(6):63-66.
    [4]
    侯军祥,李龙春,周霞,等. 新保利大厦单层索网玻璃幕墙气动弹性风洞实验研究[J]. 建筑结构,2007,37(4):11-13.
    [5]
    刘枫,刘军进,朱礼敏,等.中国航海博物馆曲面幕墙单层索网结构张拉施工模拟分析[J].建筑结构,2011,41(3):11-15.
    [6]
    刘礼洋,段超龙,戴路,等. BIM技术在泰康同济(武汉)医院项目的综合应用[C]//中国图学学会.2020第九届"龙图杯"全国BIM大赛获奖工程应用文集.中国图学学会,2020: 212-218.
    [7]
    魏强,魏建友.中国石油大厦单层平面索网结构设计分析[J].施工技术,2017,46(增刊2):454-457.
    [8]
    SOBEK W, FEIRABEND S, BLANDINI L, et al. Cable-stayed glass facades 15 years ofinnovation at the cutting edge[C]//Conference on Architectural and Structural Applications of Glass. 2010: 110-120.
    [9]
    ALAHMED Z A. Double-skin facade in hot-arid climates Computer simulation to find optimized energy and thermal performance of double skin facades[D]. Los Angeles: University of Southern California, 2013:138-148.
    [10]
    赵宝玉. 关于单索点式玻璃幕墙及其转角位置的设计与研究[J]. 绿色建筑,2021,13(6):30-32.
    [11]
    郭谓华,廖杰,王斌. 某大跨度单层索网幕墙转角方案设计[J]. 建筑结构,2019, 49(10):18-21.
    [12]
    BEDON C, AMADIO C.Exploratory numerical analysis of two-way straight cable-net facades subjected to air blast loads[J].Engineering Structures, 2014,79(12):276-289.
    [13]
    AMADIO C,BEDON C.Elastoplastic dissipative devices for the mitigation of blast resisting cable-supported glazing facades[J].Engineering Structures, 2012, 39(3):103-115.
    [14]
    尹凌峰,翁振江,唐敢,等.大尺度弱边界单层平面索网玻璃幕墙关键技术研究[J].土木工程学报,2012,45(11):51-60.
    [15]
    冯若强,王鑫,叶继红.索网玻璃幕墙结构抗震性能研究[J].振动工程学报,2013,26(4):477-486.
    [16]
    闫雁军,余志祥,李晗,等.玻璃对单层索网动力响应的影响[J].振动与冲击,2014,33(23):24-29.
    [17]
    杨立国. 中金大厦项目风洞测压试验报告[R]. 北京:中建研科技股份有限公司,2020.
    [18]
    杨立国.中金大厦项目风振分析报告[R]. 北京:中建研科技股份有限公司,2020.
    [19]
    中华人民共和国住房和城乡建设部.索结构技术规程:JGJ 257—2012[S]. 北京: 中国建筑工业出版社,2012.
    [20]
    张杰.深圳中金大厦项目拉索幕墙专项评审报告[R]. 上海:创羿(上海)建筑工程咨询有限公司,2021.
    [21]
    中国工程建设标准化协会. 建筑索结构节点设计标准: T/CECS 1010—2022[S]. 北京: 中国建筑工业出版社, 2022.
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