ZHAO Yu-ran, ZHENG Teng-teng, ZHAO Cai-qi, YUAN Liang-jian. Comparative Study on Structural Performance of Box-Type Hollow Roof and Traditional Roof[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(10): 24-31. doi: 10.13206/j.gjgS22052901
Citation: ZHAO Yu-ran, ZHENG Teng-teng, ZHAO Cai-qi, YUAN Liang-jian. Comparative Study on Structural Performance of Box-Type Hollow Roof and Traditional Roof[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(10): 24-31. doi: 10.13206/j.gjgS22052901

Comparative Study on Structural Performance of Box-Type Hollow Roof and Traditional Roof

doi: 10.13206/j.gjgS22052901
  • Received Date: 2022-05-29
    Available Online: 2023-02-06
  • In this paper, a new type of spatial structure-aluminum honeycomb plate box-type hollow roof structure is proposed. It is a pentahedral or hexahedral box-type hollow roof structure composed of lightweight and high strength aluminum honeycomb plates spliced by special connectors. It not only has the characteristics of tension structure of light weight and high strength, but also absorbs the advantages of high strength and high stiffness of rigid structure. In order to explore the advantages of the structural performance of the box-type hollow roof compared with the traditional roof, based on the bearing capacity test of the aluminum alloy honeycomb plate box-type hollow roof, the mechanical properties of the box-type hollow roof were studied. Two finite element analysis models, the complete coordination model and the coupling model, were established by ANSYS software, and the effectiveness of the finite element analysis model was verified. The mechanical properties of three-dimensional grid single-layer reticulated shell, orthogonal pyramid double-layer reticulated shell, pentahedral box type hollow roof without bottom plate and hexahedral box-type hollow roof with bottom plate were analyzed, and its economy was analyzed. The results show that the aluminum alloy honeycomb plate box-type hollow roof has good connection performance and high spatial overall stiffness. The ultimate bearing capacity is as high as 11 times of the self-weight of the structure, and the stable bearing capacity is about 3.6 times of the self-weight. The deformation of the structure during buckling is minimal, and the deflection-span ratio is only 1/800. The coupled model is suitable for the finite element analysis of box-type hollow roof structure. It is consistent with the test in the elastic stage, and its ultimate bearing capacity is only 15% higher than the test value. It can be used as the design value of structural bearing capacity after considering the safety factor. In terms of static performance of reticulated shell structure, the mid-span deflection value and component stress ratio of box-type hollow roof structure with bottom plate are the smallest among the four, showing high bearing capacity and deformation resistance. In the case of similar mid-span deflection values, the component stress ratio of latticed shell with bar system structure is generally greater than that of plate system structure, and the spatial force transmission of plate system structure is more reasonable. In terms of the economy of the reticulated shell structure, for the same size of the reticulated shell, the box-type hollow reticulated shell without bottom plate has the smallest structural weight, while the three-dimensional grid type single layer reticulated shell has the largest building space. With the increase of the shell plane size, the average weight of the structure decreases, and the difference in the building space is also increasing. On the premise of satisfying the mechanical performance of the structure, considering the building space and structural weight, the box-type hollow structure can obtain relatively good economy. In terms of the dynamic performance of reticulated shell structure, the frequency of plate structure is generally higher than that of bar structure under the same conditions. The plate structure has the characteristics of light weight and high strength, and its mass and stiffness distribution are more reasonable than that of bar structure. The mechanical properties and economic indexes of box-type hollow roof are excellent, but they have their own applicable span range. The box-type hollow structure without bottom plate is suitable for reticulated shells with span less than 20 m, and the box-type hollow structure with bottom plate is suitable for reticulated shells with span of 20-30 m because of its greater stiffness.
  • [1]
    董石麟,罗尧治,赵阳.大跨度空间结构的工程实践与学科发展[J].空间结构,2005,11(4):23-26.
    [2]
    邵志伟,许立英.目前大跨空间结构的发展现状和趋势[J].居业,2017 (3):153-155.
    [3]
    Zhao H L.Static and dynamic analysis and engineering practice of thin-sheet boxed-element space structures[C]//Proc.IASS Symposium Shell.Osaka:Membranes and Space Frames,1986.
    [4]
    Zhao H L,Zhao C Q,She H,et al.Key points in design of the sheet space structure system[J].International Journal of Space Structures,2009,15(3):233-238.
    [5]
    Zhao H L,Ma J,Zhao C Q,et al.Key points in design of the sheet space structure system[J].International Journal of Space Structures,2000,15(3):233-238.
    [6]
    赵惠麟,韩重庆,尹凌峰,等.板片空间结构体系的结构原理及其选型[J].工业建筑,2004,44(11):1-4.
    [7]
    赵才其,马军,陶健.新型装配式蜂窝板空腹屋盖结构的承载力试验研究[J].东南大学学报(自然科学版),2014,44(3):626-630.
    [8]
    Zhao C Q,Zheng W D,Ma J,et al.The lateral compressive buckling performance of aluminum honeycomb panels for long-span hollow core roofs[J].Materials,2016,9(6):444.
    [9]
    Zhao C Q,Ma J,Du S C.The mechanical behaviour of new long-span hollow-core roofs based on aluminum alloy honeycomb panels[J].Materials and Technologies,2019,53(3):311-318.
    [10]
    尹凌峰,郭小明,赵惠麟.板片空间结构体系连接设计方法研究[J].建筑结构,2003(11):63-66.
    [11]
    刘晓峰.蜂窝板片空间结构体系设计研究[D].南京:东南大学,2008:65-69.
    [12]
    陶健.基于高性能蜂窝板的轻型屋盖体系试验研究[D].南京:东南大学,2012:70-87.
    [13]
    杨勇.铝合金蜂窝板与杆协同工作问题的数值模型及试验研究[D].南京:东南大学,2018:50-67.
    [14]
    中华人民共和国住房和城乡建设部.钢结构设计标准:GB 50017—2017[S].北京:中国建筑工业出版社,2018.
    [15]
    中华人民共和国住房和城乡建设部.金属材料拉伸试验第1部分:室温试验方法:GB/T 228.1—2010[S].北京:中国标准出版社,2011.
    [16]
    中华人民共和国住房和城乡建设部.金属材料延性试验多孔状和蜂窝状金属压缩试验方法:GB/T 31930—2015[S].北京:中国标准出版社,2015.
    [17]
    尹德钰.网壳结构设计[M].北京:中国建筑工业出版社,1996.
    [18]
    杜文风.网架、网壳结构设计实例与解析[M].北京:中国电力出版社,2014.
    [19]
    中华人民共和国住房和城乡建设部.空间网格结构技术规程:JGJ 7—2010[S].北京:中国建筑工业出版社,2014.
  • Relative Articles

    [1]Sicheng Li, Ran He, Zhangqi Hu, Hao Peng, Shenyun Liu. Experimental Research on Special-Shaped Concrete-Filled Steel Tubular Columns Under Axial Compression[J]. STEEL CONSTRUCTION(Chinese & English), 2025, 40(2): 21-28. doi: 10.13206/j.gjgS24091301
    [2]Genshu Tong. Robustness Design of Roofs in Small and Medium Span Steel Structure[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(3): 47-50. doi: 10.13206/j.gjgS24032020
    [3]Liangjian Yuan, Tengteng Zheng, Caiqi Zhao, Ye Gu. Study on the Connection Performance of Aluminum Alloy Honeycomb Plate Composite Structure with Lock Riveting Connection[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(6): 1-6. doi: 10.13206/j.gjgS23052701
    [4]Guojun Sun, Taiyan Qin, Jinzhi Wu, Qiang Luo, Weidong Sun. Study on Axial Compression Performance of H-Type Bending-Torsion Aluminum Alloy Member Without Ribs[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(9): 34-42. doi: 10.13206/j.gjgS24012901
    [5]Xuhong Zhou, Dan Gan, Zheng Zhou, Yongjian Liu, Zexiang Li, Hongpeng Li. Developments of Concrete-Filled Steel Tube Structures Stiffened by Diagonal Ribs[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(1): 1-28. doi: 10.13206/j.gjgS23071102
    [6]Yingying Zhang, Qilin Zhang, Junhao Xu, Lingyu Sheng. Advances in Research on Material Mechanical Properties of Modern Architectural Coated Fabrics[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(2): 1-19. doi: 10.3724/j.gjgS23080101
    [7]Zeyu Zhang, Lijing Zeng, Hongxu Li, Luzhen Jiang, Yuedong Wang, Zhaoxin Hou, Weinan Li. Experimental Investigation on Mechanical Properties of Fire-Resistant Steel Q235FRB at Elevated Temperature[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(10): 111-118. doi: 10.13206/j.gjgS24051601
    [8]Jun Zou, Bing Shao, Zunsheng Xing, Qixiao Yu, Jiahui Cui, Huajiao Xu. Research on Seismic Performance of a Steel Frame Structure with Flat Steel Tubular Column and X-Type Brace[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(6): 14-21. doi: 10.13206/j.gjgS23071902
    [9]XING Zunsheng, YE Dongchen, ZHANG Zhihao, JIA Shangrui. Performance Analysis of Complex Cast Steel Joint in the Steel Roof of Hangzhou West Railway Station[J]. STEEL CONSTRUCTION(Chinese & English), 2023, 38(2): 1-7. doi: 10.13206/j.gjgS22120101
    [10]Jianyu Yao, Ruiting Deng, Baofeng Zheng, Ganping Shu. Study on Mechanical Properties of Weld Joints of Stainless Steel and Carbon Steel[J]. STEEL CONSTRUCTION(Chinese & English), 2023, 38(10): 25-31. doi: 10.13206/j.gjgS23102401
    [11]Chuntao Zhang, Hai Li, Wei Yu. Experimental Research on Post-Fire Mechanical Properties of Domestic Q355 Steel After Cooling from High Temperature[J]. STEEL CONSTRUCTION(Chinese & English), 2023, 38(3): 13-23. doi: 10.13206/j.gjgS22110104
    [12]Liangjian Yuan, Caiqi Zhao, Tengteng Zheng, Zhewen Wang, Weiran Zhao, Qing Zhu. Study on Progressive Collapse Performance of Aluminum Alloy Honeycomb Plate Composite Reticulated Shell Under Strong Earthquake[J]. STEEL CONSTRUCTION(Chinese & English), 2023, 38(4): 41-48. doi: 10.13206/j.gjgS23021002
    [13]Ruohuan He, Gang Wang, Caiqi Zhao, Shuo Yang, Zhijie Zhang. Study on Compressive Properties of Three Types of Aluminum Alloy Honeycomb Panels[J]. STEEL CONSTRUCTION(Chinese & English), 2023, 38(4): 20-28. doi: 10.13206/j.gjgS22082601
    [14]WANG Wei-yong, WANG Zi-qi, TAN Xing-kui, PANG Shi-yun, HUANG Dan, HUANG Yong-dong. Load Bearing Capacity and Economic Analysis of Cold-Formed Stiffened High-Strength Steel Beams[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(10): 32-42. doi: 10.13206/j.gjgS22033101
    [15]Dong Fuyuan, Meng Zhaojing, Zhang Mingxu. Orthoronal Experimental Study on the Effect of Heat Treatment on the Properties of G20Cr2Ni4A Steel[J]. STEEL CONSTRUCTION(Chinese & English), 2021, 36(11): 22-27. doi: 10.13206/j.gjgS20032601
    [16]Meng Xia, Hui Chen, Jie Wang, Lin Peng, Junwei He, Jun Xing, Jingcheng Yan. The Influence of Rolling Temperature on Mechanical Properties of Weathering Resistant Hot-Rolled H-Section Steel[J]. STEEL CONSTRUCTION(Chinese & English), 2021, 36(3): 46-51. doi: 10.13206/j.gjgS20031202
    [17]Jingjing Du, Zhongmin Yang, Xin Wang, Yanguang Cao, Zhaodong Li, Wanhua Yu. Effect of Microalloying Elements on Microstructure and Properties of 690 MPa Fire-Resistance Steel[J]. STEEL CONSTRUCTION(Chinese & English), 2021, 36(3): 12-21. doi: 10.13206/j.gjgS20070804
  • Cited by

    Periodical cited type(1)

    1. 袁良健,赵才其,郑腾腾,王哲文,赵蔚然,朱青. 强震作用下铝合金蜂窝板组合网壳的连续倒塌性能研究. 钢结构(中英文). 2023(04): 41-48 . 本站查看

    Other cited types(0)

  • Created with Highcharts 5.0.7Amount of accessChart context menuAbstract Views, HTML Views, PDF Downloads StatisticsAbstract ViewsHTML ViewsPDF Downloads2024-052024-062024-072024-082024-092024-102024-112024-122025-012025-022025-032025-0405101520
    Created with Highcharts 5.0.7Chart context menuAccess Class DistributionFULLTEXT: 21.3 %FULLTEXT: 21.3 %META: 71.8 %META: 71.8 %PDF: 6.9 %PDF: 6.9 %FULLTEXTMETAPDF
    Created with Highcharts 5.0.7Chart context menuAccess Area Distribution其他: 12.2 %其他: 12.2 %上海: 0.3 %上海: 0.3 %勿加泗: 0.6 %勿加泗: 0.6 %北京: 2.2 %北京: 2.2 %南京: 0.6 %南京: 0.6 %台州: 0.3 %台州: 0.3 %合肥: 0.3 %合肥: 0.3 %呼和浩特: 1.3 %呼和浩特: 1.3 %大同: 0.6 %大同: 0.6 %宁波: 0.6 %宁波: 0.6 %常德: 0.3 %常德: 0.3 %广州: 0.3 %广州: 0.3 %张家口: 7.5 %张家口: 7.5 %成都: 1.6 %成都: 1.6 %扬州: 0.6 %扬州: 0.6 %昆明: 0.9 %昆明: 0.9 %杭州: 0.6 %杭州: 0.6 %武汉: 0.9 %武汉: 0.9 %沈阳: 0.9 %沈阳: 0.9 %济南: 0.3 %济南: 0.3 %温州: 0.3 %温州: 0.3 %湖州: 0.6 %湖州: 0.6 %漯河: 0.6 %漯河: 0.6 %珠海: 0.3 %珠海: 0.3 %石家庄: 0.3 %石家庄: 0.3 %福州: 0.3 %福州: 0.3 %芒廷维尤: 7.8 %芒廷维尤: 7.8 %衢州: 1.6 %衢州: 1.6 %西宁: 50.8 %西宁: 50.8 %贵阳: 0.3 %贵阳: 0.3 %运城: 0.3 %运城: 0.3 %重庆: 2.5 %重庆: 2.5 %金华: 0.3 %金华: 0.3 %长沙: 0.3 %长沙: 0.3 %青岛: 0.3 %青岛: 0.3 %其他上海勿加泗北京南京台州合肥呼和浩特大同宁波常德广州张家口成都扬州昆明杭州武汉沈阳济南温州湖州漯河珠海石家庄福州芒廷维尤衢州西宁贵阳运城重庆金华长沙青岛

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (227) PDF downloads(22) Cited by(1)
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return