Engineering and Applied Sciences

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Installation Technology of Super Long Steel Hanger for Curtain Wall of Xi’an Silk Road International Convention and Exhibition Center

Received: 02 August 2019    Accepted: 11 September 2019    Published: 25 September 2019
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Abstract

There are 268 pieces of super long steel hangers on the façade of the curtain wall project of Xi’an Silk Road International Convention and Exhibition Center. A single piece of steel hanger is 26m~44m long and 7t~34t heavy. The difference between this project and the conventional construction method of curtain wall lies in that during the installation of steel hangers, the complex deformation of the main steel structure can make it difficult to accurately install steel hangers. The construction steps are simulated with SAP2000. The simulation defines 84 construction steps. After an accurate calculation of the deformation of the main steel structure that each piece of steel hanger must adapt to, the super long steel hangers are assembled on site. The overhanging end of the metal roof is about 5m~20m from the mounting axis of steel hangers, so the conventional process of installation from up to down cannot be applied. A 180T crawler crane is utilized for overall lifting and installation on the side. This is a new construction method of curtain wall that can control the installation accuracy within 5mm, ensure the flatness of the structural façade, improve the construction and installation efficiency, and guarantee the construction safety. It can provide a technical reference for similar large-scale curtain wall projects in the future.

DOI 10.11648/j.eas.20190405.11
Published in Engineering and Applied Sciences (Volume 4, Issue 5, October 2019)
Page(s) 93-97
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), 2024. Published by Science Publishing Group

Keywords

Curtain Wall, Super Long Steel Hanger, Deformation, Installation Technology

References
[1] Hou Yujie, Ye Jian, Fu Guo, et al., Key Construction Technology of Curtain Wall for Tianjin Gaoyin 117 Building in Lobby and Giant-column [J], Construction Technology, 2017, (3): 4-7.
[2] Guo Yongtian. Study on the wind pressure resistance performance of large span glass curtain wall with steel-aluminum composite column [J], Fujian Architecture & Construction, 2017 (06): 80-83.
[3] Mei Xianzhong, Zhou Zuhua and Wu Haojiu, Construction Technology of Hyperboloid Stainless Steel Curtain Wall Used for Construction of the Columns Which Between Rails in the Project of Station Building of Hangzhou East Railway Station [J], Construction Technology, 2017, 46 (10): 64-68.
[4] Cai Zongjin, Installation Methods and Measures of Heavy Steel Hanger in Curtain Wall Projects [J], Jiangxi Building Materials, 2016 (11): 83-84.
[5] Standardization Administration of China. GB/T 21086-2012 Curtain wall for building [S]. Qinhuangdao: Standards Press of China, 2012
[6] Hua Yunzhou. Brief analysis of design and construction of energy-saving curtain wall in high-rise steel structure building [J]. Doors and windows, 2017 (5).
[7] Ministry of Construction of the People’s Republic of China. JGJ 133-2013 Technical code for metal and stone curtain walls [S]. Beijing: Standards Press of China, 2013.
[8] Ministry of Construction of the People’s Republic of China. JGJ 102-2013 Technical code for glass curtain wall engineering [S]. Beijing: Standards Press of China, 2013.
[9] Ministry of Housing and Urban-Rural Development of the People’s Republic of China. GB 50009-2012 Load code for the design of building structures [S]. Beijing: China Architecture & Building Press, 2012.
[10] Ministry of Housing and Urban-Rural Development of the People’s Republic of China.. JGJ/T 104-2011 Specification for winter construction of building engineering [S]. Beijing: China Architecture & Building Press, 2011.
[11] Su Jianhua. Construction technology of steel column of curtain wall pinned at 50 m high bottom [J]. Construction technology, 2013, 42 (15): 57-60.
[12] Jiang Zhiqiang. On the Construction Technique of Special-shaped Curtain Walls in Large Buildings [J]. Decoration Refurbishment Chntre, 2015 (9).
[13] Huang Jiawen. On the Application of BIM Parameterized Technique in the Special-shaped Curtain Walls [J]. Architectural Engineering Technology and Design, 2017 (14): 373-374.
[14] Wen Changjuan and Ma Peng. Installation Technique of Curved Honeycomb Aluminum Plate Curtain Walls in Large Stadiums [J]. Sichuan Architecture, 2015 (12): 204-205.
[15] Pan Weiguo, Aluminum Extrusion Process Numerical Simulation Analysis for Building Curtain Wall Post and Research on Working Tape Optimization Design for Extrusion Die [J], Aluminum Fabrication, 2016 (02): 20-26.
Author Information
  • China Construction Shenzhen Decoration Co Ltd, Shenzhen, China

  • China Construction Shenzhen Decoration Co Ltd, Shenzhen, China

  • China Construction Shenzhen Decoration Co Ltd, Shenzhen, China

  • China Construction Shenzhen Decoration Co Ltd, Shenzhen, China

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  • APA Style

    Yi Jiang, Zhiyan Che, Xinyou Chen, Zhenghua Gong. (2019). Installation Technology of Super Long Steel Hanger for Curtain Wall of Xi’an Silk Road International Convention and Exhibition Center. Engineering and Applied Sciences, 4(5), 93-97. https://doi.org/10.11648/j.eas.20190405.11

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    ACS Style

    Yi Jiang; Zhiyan Che; Xinyou Chen; Zhenghua Gong. Installation Technology of Super Long Steel Hanger for Curtain Wall of Xi’an Silk Road International Convention and Exhibition Center. Eng. Appl. Sci. 2019, 4(5), 93-97. doi: 10.11648/j.eas.20190405.11

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    AMA Style

    Yi Jiang, Zhiyan Che, Xinyou Chen, Zhenghua Gong. Installation Technology of Super Long Steel Hanger for Curtain Wall of Xi’an Silk Road International Convention and Exhibition Center. Eng Appl Sci. 2019;4(5):93-97. doi: 10.11648/j.eas.20190405.11

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  • @article{10.11648/j.eas.20190405.11,
      author = {Yi Jiang and Zhiyan Che and Xinyou Chen and Zhenghua Gong},
      title = {Installation Technology of Super Long Steel Hanger for Curtain Wall of Xi’an Silk Road International Convention and Exhibition Center},
      journal = {Engineering and Applied Sciences},
      volume = {4},
      number = {5},
      pages = {93-97},
      doi = {10.11648/j.eas.20190405.11},
      url = {https://doi.org/10.11648/j.eas.20190405.11},
      eprint = {https://download.sciencepg.com/pdf/10.11648.j.eas.20190405.11},
      abstract = {There are 268 pieces of super long steel hangers on the façade of the curtain wall project of Xi’an Silk Road International Convention and Exhibition Center. A single piece of steel hanger is 26m~44m long and 7t~34t heavy. The difference between this project and the conventional construction method of curtain wall lies in that during the installation of steel hangers, the complex deformation of the main steel structure can make it difficult to accurately install steel hangers. The construction steps are simulated with SAP2000. The simulation defines 84 construction steps. After an accurate calculation of the deformation of the main steel structure that each piece of steel hanger must adapt to, the super long steel hangers are assembled on site. The overhanging end of the metal roof is about 5m~20m from the mounting axis of steel hangers, so the conventional process of installation from up to down cannot be applied. A 180T crawler crane is utilized for overall lifting and installation on the side. This is a new construction method of curtain wall that can control the installation accuracy within 5mm, ensure the flatness of the structural façade, improve the construction and installation efficiency, and guarantee the construction safety. It can provide a technical reference for similar large-scale curtain wall projects in the future.},
     year = {2019}
    }
    

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    T1  - Installation Technology of Super Long Steel Hanger for Curtain Wall of Xi’an Silk Road International Convention and Exhibition Center
    AU  - Yi Jiang
    AU  - Zhiyan Che
    AU  - Xinyou Chen
    AU  - Zhenghua Gong
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    N1  - https://doi.org/10.11648/j.eas.20190405.11
    DO  - 10.11648/j.eas.20190405.11
    T2  - Engineering and Applied Sciences
    JF  - Engineering and Applied Sciences
    JO  - Engineering and Applied Sciences
    SP  - 93
    EP  - 97
    PB  - Science Publishing Group
    SN  - 2575-1468
    UR  - https://doi.org/10.11648/j.eas.20190405.11
    AB  - There are 268 pieces of super long steel hangers on the façade of the curtain wall project of Xi’an Silk Road International Convention and Exhibition Center. A single piece of steel hanger is 26m~44m long and 7t~34t heavy. The difference between this project and the conventional construction method of curtain wall lies in that during the installation of steel hangers, the complex deformation of the main steel structure can make it difficult to accurately install steel hangers. The construction steps are simulated with SAP2000. The simulation defines 84 construction steps. After an accurate calculation of the deformation of the main steel structure that each piece of steel hanger must adapt to, the super long steel hangers are assembled on site. The overhanging end of the metal roof is about 5m~20m from the mounting axis of steel hangers, so the conventional process of installation from up to down cannot be applied. A 180T crawler crane is utilized for overall lifting and installation on the side. This is a new construction method of curtain wall that can control the installation accuracy within 5mm, ensure the flatness of the structural façade, improve the construction and installation efficiency, and guarantee the construction safety. It can provide a technical reference for similar large-scale curtain wall projects in the future.
    VL  - 4
    IS  - 5
    ER  - 

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