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Research on Construction Technology for Prefabricated Stone Curtain Wall Base Keel

Received: 25 October 2020     Accepted: 20 November 2020     Published: 22 December 2020
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Abstract

For outer wall maintenance, the stone curtain walls are arranged on the edge of the construction accesses. There are many cross operations and high risks of construction safety. The disadvantages includes limited construction period, site constraints, local weather conditions, pedestrians and trucks. In case of construction with traditional methods, it will be necessary to close the on-site accesses most of the time, which hinders mobilization of the materials and cross-operation of other organizations and makes construction impossible in rainy days. In addition, there is high safety risk, and the work efficiency and construction period will be greatly affected. In order to ensure safety and the construction period, prefabricated base keels were planned for construction based on the site investigation and analysis. These keels were transported and installed intensively in different periods of time, so that the safety factor was significantly increased and the work efficiency was met. After prefabricated base keels were used for project construction, the stone base keels were completed successfully as scheduled. In terms of the selection of measures, construction progress, and quality, this project has won unanimous praise from the Owner and all parties. After the acceptance of the project, the stone base keels were determined as an excellent subdivisional work.

Published in Engineering and Applied Sciences (Volume 5, Issue 6)
DOI 10.11648/j.eas.20200506.15
Page(s) 133-148
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), 2020. Published by Science Publishing Group

Keywords

Safety Risk, Prefabricated Type, Integral Hoisting

References
[1] Hygrothermal system-performance of a whole building [J]. Achilles Karagiozis, Mikael Salonvaara. Building and Environment. 2001 (6).
[2] Release of Curtain Wall Standards and Overview of Curtain Wall Industry Development – Thoughts on Release of JG 3035 Standard and JGJ 102 Code for Ten Years [J]. Long Wenzhi. Shanghai Construction Science & Technology. 2007 (S1).
[3] Discussion on Dry Hanging Technology of Stones for External Wall of Buildings [J]. Yin Chengliang, Zhang Yukun. Jiangsu Construction. 2006 (04).
[4] Stiffness considerations in dimension stone anchorage design. CONROY K, HOIGARD K R. Journal of ASTM International. 2007.
[5] Investigation of masonry failure of a granite and limestone clad historic church in eastern Pennsylvania. ERDLY J L, VALENTINO E R. Journal of ASTM International. 2007.
[6] Validation of an inspection and diagnosis system for anomalies in natural stone cladding (NSC) [J]. Natália Neto, Jorge de Brito. Construction and Building Materials. 2011.
[7] Slate flexural and anchorage strength considerations in cladding design [J]. Vera Pires, P. M. Amaral, L. G. Rosa, R. S. Camposinhos. Construction and Building Materials. 2011 (10).
[8] Undercut anchorage in dimension stone cladding. CAMPOSINHOS R S. Construction Materials. 2013.
[9] Dimension stone design - kerf anchorage in limestone and marble. Camposinhos, Rui S, Camposinhos, Rui Pedro A. Proceedings of Institution of Civil Engineers: Construction Materials. 2012.
[10] Research on Test and Evaluation Method of Bending Strength of Stones in Building Curtain Walls [J]. Chen Haokai, Liu Junjin, Li Jianhui, Liang Yundong. Building Science. 2015 (11).
[11] Comparative Analysis of Stone Strength Calculation in Stone Curtain Walls [J]. Chen Zhuning. New Technology and New Products of China. 2010 (06).
[12] Code for Construction Quality Acceptance of Building Decoration GB 50210-2018.
[13] Technical Code for Metal and Stone Curtain Walls Engineering JGJ 133-2001.
[14] Chen Jiang. Explore the Application of Prefabricated Construction Method of Curtain Wall in Engineering [J]. Theoretical Research. 2017 (25): 143-144.
[15] Construction Technology of Stone Curtain Wall in the Capital Museum [J]. Li Xuan. Sci-Tech Information Development & Economy. 2008 (14).
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  • APA Style

    Luo Zhenglin, Zhang Haibin. (2020). Research on Construction Technology for Prefabricated Stone Curtain Wall Base Keel. Engineering and Applied Sciences, 5(6), 133-148. https://doi.org/10.11648/j.eas.20200506.15

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    ACS Style

    Luo Zhenglin; Zhang Haibin. Research on Construction Technology for Prefabricated Stone Curtain Wall Base Keel. Eng. Appl. Sci. 2020, 5(6), 133-148. doi: 10.11648/j.eas.20200506.15

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    AMA Style

    Luo Zhenglin, Zhang Haibin. Research on Construction Technology for Prefabricated Stone Curtain Wall Base Keel. Eng Appl Sci. 2020;5(6):133-148. doi: 10.11648/j.eas.20200506.15

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  • @article{10.11648/j.eas.20200506.15,
      author = {Luo Zhenglin and Zhang Haibin},
      title = {Research on Construction Technology for Prefabricated Stone Curtain Wall Base Keel},
      journal = {Engineering and Applied Sciences},
      volume = {5},
      number = {6},
      pages = {133-148},
      doi = {10.11648/j.eas.20200506.15},
      url = {https://doi.org/10.11648/j.eas.20200506.15},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.eas.20200506.15},
      abstract = {For outer wall maintenance, the stone curtain walls are arranged on the edge of the construction accesses. There are many cross operations and high risks of construction safety. The disadvantages includes limited construction period, site constraints, local weather conditions, pedestrians and trucks. In case of construction with traditional methods, it will be necessary to close the on-site accesses most of the time, which hinders mobilization of the materials and cross-operation of other organizations and makes construction impossible in rainy days. In addition, there is high safety risk, and the work efficiency and construction period will be greatly affected. In order to ensure safety and the construction period, prefabricated base keels were planned for construction based on the site investigation and analysis. These keels were transported and installed intensively in different periods of time, so that the safety factor was significantly increased and the work efficiency was met. After prefabricated base keels were used for project construction, the stone base keels were completed successfully as scheduled. In terms of the selection of measures, construction progress, and quality, this project has won unanimous praise from the Owner and all parties. After the acceptance of the project, the stone base keels were determined as an excellent subdivisional work.},
     year = {2020}
    }
    

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  • TY  - JOUR
    T1  - Research on Construction Technology for Prefabricated Stone Curtain Wall Base Keel
    AU  - Luo Zhenglin
    AU  - Zhang Haibin
    Y1  - 2020/12/22
    PY  - 2020
    N1  - https://doi.org/10.11648/j.eas.20200506.15
    DO  - 10.11648/j.eas.20200506.15
    T2  - Engineering and Applied Sciences
    JF  - Engineering and Applied Sciences
    JO  - Engineering and Applied Sciences
    SP  - 133
    EP  - 148
    PB  - Science Publishing Group
    SN  - 2575-1468
    UR  - https://doi.org/10.11648/j.eas.20200506.15
    AB  - For outer wall maintenance, the stone curtain walls are arranged on the edge of the construction accesses. There are many cross operations and high risks of construction safety. The disadvantages includes limited construction period, site constraints, local weather conditions, pedestrians and trucks. In case of construction with traditional methods, it will be necessary to close the on-site accesses most of the time, which hinders mobilization of the materials and cross-operation of other organizations and makes construction impossible in rainy days. In addition, there is high safety risk, and the work efficiency and construction period will be greatly affected. In order to ensure safety and the construction period, prefabricated base keels were planned for construction based on the site investigation and analysis. These keels were transported and installed intensively in different periods of time, so that the safety factor was significantly increased and the work efficiency was met. After prefabricated base keels were used for project construction, the stone base keels were completed successfully as scheduled. In terms of the selection of measures, construction progress, and quality, this project has won unanimous praise from the Owner and all parties. After the acceptance of the project, the stone base keels were determined as an excellent subdivisional work.
    VL  - 5
    IS  - 6
    ER  - 

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Author Information
  • China Construction Shenzhen Decoration Co., Ltd, Shenzhen, China

  • China Construction Shenzhen Decoration Co., Ltd, Shenzhen, China

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