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Analysis on Seismic Performance of Prefabricated Building Box Formwork Combination

Received: 9 February 2023    Accepted: 27 March 2023    Published: 31 March 2023
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Abstract

The outbreak of novel coronavirus pneumonia since the end of 2019 has posed a great challenge to the world's public health security. According to the statistics of COVID-19 epidemic released by the World Health Organization, the global epidemic has accumulated more than 500 million infections and more than 6.2 million deaths. However, if all hospitals at all levels are changed to designated hospitals, it may cause a run on medical resources. Container building has the advantages of simple construction, short construction period, recyclability and cost saving, and can be effectively used in the rapid transformation of talent apartment buildings and general wards into designated hospitals for efficient use. During the COVID-19, Wuhan Huoshen Mountain Hospital and Leishen Mountain Hospital adopted the container structure design, which is similar to Lego, combining containers one by one, giving full play to the advantages of container buildings. However, the current container building code stipulates that container buildings are only applicable to low and multi-storey buildings with six floors or less. In order to improve the seismic performance of container buildings and expand the application scope of container buildings, this paper proposes a box form composite structure based on traditional containers. Through the analysis of mechanical performance parameters, it is concluded that the "strong column and weak beam" yield mechanism of the box form composite structure is good, The initial rigidity of the weak axis is 133% higher than that of the traditional container structure, the yield strength is about 3 times that of the traditional container structure, and the ultimate bearing capacity is 2.5 times higher than that of the traditional container structure.

Published in Science Discovery (Volume 11, Issue 2)
DOI 10.11648/j.sd.20231102.13
Page(s) 41-49
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2023. Published by Science Publishing Group

Keywords

Container Building, Box Mold Combined Structure, Seismic Performance, Strong Column and Weak Beam

References
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[3] 孔德睿, 曾庆林, 段世玺, 包艳诗. 装配式施工在应急救灾领域的创新研究——以火神山为例 [J]. 中小企业管理与科技 (上旬刊), 2021 (01): 142-143.
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[5] 张义, 王远航, 韩阳, 等. 呼吸类临时传染病医院钢结构装配式建筑体系及关键技术 [J]. 施工技术, 2020, 49 (12): 111-113.
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[9] 查晓雄, 钟建伟. 节点对集装箱房性能影响的 [C] // 2011 全国钢结构学术年会论文集. 北京, 2011.
[10] 李宏江, 叶见曙, 万水. 波形钢腹板剪切屈曲分析及其几何参数设计 [C] // 第十一届全国结构工程学术会议论文集第Ⅱ卷. 长沙, 2002.
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Cite This Article
  • APA Style

    Zeng Changluo, Chen Zhaorong, Cai Zhili, Liao Fei, Yang Tao. (2023). Analysis on Seismic Performance of Prefabricated Building Box Formwork Combination. Science Discovery, 11(2), 41-49. https://doi.org/10.11648/j.sd.20231102.13

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    ACS Style

    Zeng Changluo; Chen Zhaorong; Cai Zhili; Liao Fei; Yang Tao. Analysis on Seismic Performance of Prefabricated Building Box Formwork Combination. Sci. Discov. 2023, 11(2), 41-49. doi: 10.11648/j.sd.20231102.13

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    AMA Style

    Zeng Changluo, Chen Zhaorong, Cai Zhili, Liao Fei, Yang Tao. Analysis on Seismic Performance of Prefabricated Building Box Formwork Combination. Sci Discov. 2023;11(2):41-49. doi: 10.11648/j.sd.20231102.13

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  • @article{10.11648/j.sd.20231102.13,
      author = {Zeng Changluo and Chen Zhaorong and Cai Zhili and Liao Fei and Yang Tao},
      title = {Analysis on Seismic Performance of Prefabricated Building Box Formwork Combination},
      journal = {Science Discovery},
      volume = {11},
      number = {2},
      pages = {41-49},
      doi = {10.11648/j.sd.20231102.13},
      url = {https://doi.org/10.11648/j.sd.20231102.13},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20231102.13},
      abstract = {The outbreak of novel coronavirus pneumonia since the end of 2019 has posed a great challenge to the world's public health security. According to the statistics of COVID-19 epidemic released by the World Health Organization, the global epidemic has accumulated more than 500 million infections and more than 6.2 million deaths. However, if all hospitals at all levels are changed to designated hospitals, it may cause a run on medical resources. Container building has the advantages of simple construction, short construction period, recyclability and cost saving, and can be effectively used in the rapid transformation of talent apartment buildings and general wards into designated hospitals for efficient use. During the COVID-19, Wuhan Huoshen Mountain Hospital and Leishen Mountain Hospital adopted the container structure design, which is similar to Lego, combining containers one by one, giving full play to the advantages of container buildings. However, the current container building code stipulates that container buildings are only applicable to low and multi-storey buildings with six floors or less. In order to improve the seismic performance of container buildings and expand the application scope of container buildings, this paper proposes a box form composite structure based on traditional containers. Through the analysis of mechanical performance parameters, it is concluded that the "strong column and weak beam" yield mechanism of the box form composite structure is good, The initial rigidity of the weak axis is 133% higher than that of the traditional container structure, the yield strength is about 3 times that of the traditional container structure, and the ultimate bearing capacity is 2.5 times higher than that of the traditional container structure.},
     year = {2023}
    }
    

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  • TY  - JOUR
    T1  - Analysis on Seismic Performance of Prefabricated Building Box Formwork Combination
    AU  - Zeng Changluo
    AU  - Chen Zhaorong
    AU  - Cai Zhili
    AU  - Liao Fei
    AU  - Yang Tao
    Y1  - 2023/03/31
    PY  - 2023
    N1  - https://doi.org/10.11648/j.sd.20231102.13
    DO  - 10.11648/j.sd.20231102.13
    T2  - Science Discovery
    JF  - Science Discovery
    JO  - Science Discovery
    SP  - 41
    EP  - 49
    PB  - Science Publishing Group
    SN  - 2331-0650
    UR  - https://doi.org/10.11648/j.sd.20231102.13
    AB  - The outbreak of novel coronavirus pneumonia since the end of 2019 has posed a great challenge to the world's public health security. According to the statistics of COVID-19 epidemic released by the World Health Organization, the global epidemic has accumulated more than 500 million infections and more than 6.2 million deaths. However, if all hospitals at all levels are changed to designated hospitals, it may cause a run on medical resources. Container building has the advantages of simple construction, short construction period, recyclability and cost saving, and can be effectively used in the rapid transformation of talent apartment buildings and general wards into designated hospitals for efficient use. During the COVID-19, Wuhan Huoshen Mountain Hospital and Leishen Mountain Hospital adopted the container structure design, which is similar to Lego, combining containers one by one, giving full play to the advantages of container buildings. However, the current container building code stipulates that container buildings are only applicable to low and multi-storey buildings with six floors or less. In order to improve the seismic performance of container buildings and expand the application scope of container buildings, this paper proposes a box form composite structure based on traditional containers. Through the analysis of mechanical performance parameters, it is concluded that the "strong column and weak beam" yield mechanism of the box form composite structure is good, The initial rigidity of the weak axis is 133% higher than that of the traditional container structure, the yield strength is about 3 times that of the traditional container structure, and the ultimate bearing capacity is 2.5 times higher than that of the traditional container structure.
    VL  - 11
    IS  - 2
    ER  - 

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Author Information
  • China Construction Fifth Engineering Bureau the Third Construction Co., Ltd., Changsha, China

  • China Construction Fifth Engineering Bureau the Third Construction Co., Ltd., Changsha, China

  • China Construction Fifth Engineering Bureau the Third Construction Co., Ltd., Changsha, China

  • China Construction Fifth Engineering Bureau the Third Construction Co., Ltd., Changsha, China

  • China Construction Fifth Engineering Bureau the Third Construction Co., Ltd., Changsha, China

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