Total Assembly Construction Technology of Ultra-long Variable Cross-section Spiral Aluminum Plate Unit of Qingdao Citizen Fitness Center Sports Stadium

Yong Liang; Zhiyan Che; Xinyou Chen; Cipei Liu

doi:doi:10.11648/j.eas.20190405.12

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Total Assembly Construction Technology of Ultra-long Variable Cross-section Spiral Aluminum Plate Unit of Qingdao Citizen Fitness Center Sports Stadium

Yong Liang, Zhiyan Che, Xinyou Chen, Cipei Liu

Published in Engineering and Applied Sciences (Volume 4, Issue 5)

Received: 2 August 2019 Accepted: 11 September 2019 Published: 25 September 2019

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Abstract

Qingdao Citizen Fitness Center Sports Stadium is saddle-shaped with a construction area of about 140,000m². The rippled roof and façade are assembled with ultra-long variable cross-section spiral aluminum plate units. The largest aluminum plate unit is 1.5 tons heavy and 13 meters long. The main structure of this project is the steel structure that can deform due to the factors such as temperature and subsidence, thus making it difficult to accurately install the aluminum plate curtain wall. During construction, the total station is used several times for data acquisition to generate the BIM model, which is aligned, compared and analyzed with the theoretical 3D model for providing the accurate support for the construction process. A 1:1 main truss of the steel structure is erected on the façade to simulate the tire frame erection and assembly the ultra-long variable cross-section spiral aluminum plate units on site. The main steel structure, with the lowest point at 26 meters and the highest point at 49 meters, is lifted by the truck cranes and inserted for installation from up to down. This process is a new curtain wall construction method that increases the installation efficiency by 30%, improves the construction quality and guarantees the construction safety. It can provide the technical reference for the curtain wall work of other similar large sports stadium projects in the future.

Published in	Engineering and Applied Sciences (Volume 4, Issue 5)
DOI	10.11648/j.eas.20190405.12
Page(s)	98-104
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

Variable Cross-Section Spiral Aluminum Plate, Ground Assembly, Overall Lifting, Setting-Out by Robotic Total Station

References

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[3]	Ministry of housing and urban-rural development of the People's Republic of China, gb50017-2003 steel structure design specification [S]. Beijing: China standard press, 2017.
[4]	General administration of quality supervision, inspection and quarantine of the People's Republic of China, TSG q5001-2009 regulations for the use of lifting machinery [S]. China standard publishing house, 2009.
[5]	Standardization Administration of China. GB/T 21086-2007 Curtain wall for building [S]. Qinhuangdao: Standards Press of China, 2008.
[6]	Ministry of Construction of the People’s Republic of China. JGJ 131-2001 Technical code for metal and stone curtain walls [S]. Beijing: Standards Press of China, 2001.
[7]	Ministry of Construction of the People’s Republic of China. JGJ 102-2003, J 208-2003 Technical code for glass curtain wall engineering [S]. Beijing: Standards Press of China, 2003.
[8]	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.
[9]	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.
[10]	Liu pan, zhang jing. Application of BIM technology in curtain wall decoration engineering [J]. Shandong industrial technology, 2018, (11): 113, 101.
[11]	Ma guihong. Construction technology of variable section aluminum curtain wall for irregular construction single [J]. Construction technology, 2016.
[12]	Su Hang, Nie Jixing, Yu Pei, Huang Chao, Wan Hongwei. Construction technology of hyperboloid triangular concave-convex aluminum curtain wall [J]. Construction technology, 2015 (6).
[13]	Jiang Zhiqiang. On the Construction Technique of Special-shaped Curtain Walls in Large Buildings [J]. Decoration Refurbishment Chntre, 2015 (9).
[14]	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.
[15]	Wen Changjuan and Ma Peng. Installation Technique of Curved Honeycomb Aluminum Plate Curtain Walls in Large Stadiums [J]. Sichuan Architecture, 2015 (12): 204-205.

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APA Style

Yong Liang, Zhiyan Che, Xinyou Chen, Cipei Liu. (2019). Total Assembly Construction Technology of Ultra-long Variable Cross-section Spiral Aluminum Plate Unit of Qingdao Citizen Fitness Center Sports Stadium. Engineering and Applied Sciences, 4(5), 98-104. https://doi.org/10.11648/j.eas.20190405.12

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ACS Style

Yong Liang; Zhiyan Che; Xinyou Chen; Cipei Liu. Total Assembly Construction Technology of Ultra-long Variable Cross-section Spiral Aluminum Plate Unit of Qingdao Citizen Fitness Center Sports Stadium. Eng. Appl. Sci. 2019, 4(5), 98-104. doi: 10.11648/j.eas.20190405.12

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AMA Style

Yong Liang, Zhiyan Che, Xinyou Chen, Cipei Liu. Total Assembly Construction Technology of Ultra-long Variable Cross-section Spiral Aluminum Plate Unit of Qingdao Citizen Fitness Center Sports Stadium. Eng Appl Sci. 2019;4(5):98-104. doi: 10.11648/j.eas.20190405.12

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@article{10.11648/j.eas.20190405.12,
  author = {Yong Liang and Zhiyan Che and Xinyou Chen and Cipei Liu},
  title = {Total Assembly Construction Technology of Ultra-long Variable Cross-section Spiral Aluminum Plate Unit of Qingdao Citizen Fitness Center Sports Stadium},
  journal = {Engineering and Applied Sciences},
  volume = {4},
  number = {5},
  pages = {98-104},
  doi = {10.11648/j.eas.20190405.12},
  url = {https://doi.org/10.11648/j.eas.20190405.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.eas.20190405.12},
  abstract = {Qingdao Citizen Fitness Center Sports Stadium is saddle-shaped with a construction area of about 140,000m2. The rippled roof and façade are assembled with ultra-long variable cross-section spiral aluminum plate units. The largest aluminum plate unit is 1.5 tons heavy and 13 meters long. The main structure of this project is the steel structure that can deform due to the factors such as temperature and subsidence, thus making it difficult to accurately install the aluminum plate curtain wall. During construction, the total station is used several times for data acquisition to generate the BIM model, which is aligned, compared and analyzed with the theoretical 3D model for providing the accurate support for the construction process. A 1:1 main truss of the steel structure is erected on the façade to simulate the tire frame erection and assembly the ultra-long variable cross-section spiral aluminum plate units on site. The main steel structure, with the lowest point at 26 meters and the highest point at 49 meters, is lifted by the truck cranes and inserted for installation from up to down. This process is a new curtain wall construction method that increases the installation efficiency by 30%, improves the construction quality and guarantees the construction safety. It can provide the technical reference for the curtain wall work of other similar large sports stadium projects in the future.},
 year = {2019}
}

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TY  - JOUR
T1  - Total Assembly Construction Technology of Ultra-long Variable Cross-section Spiral Aluminum Plate Unit of Qingdao Citizen Fitness Center Sports Stadium
AU  - Yong Liang
AU  - Zhiyan Che
AU  - Xinyou Chen
AU  - Cipei Liu
Y1  - 2019/09/25
PY  - 2019
N1  - https://doi.org/10.11648/j.eas.20190405.12
DO  - 10.11648/j.eas.20190405.12
T2  - Engineering and Applied Sciences
JF  - Engineering and Applied Sciences
JO  - Engineering and Applied Sciences
SP  - 98
EP  - 104
PB  - Science Publishing Group
SN  - 2575-1468
UR  - https://doi.org/10.11648/j.eas.20190405.12
AB  - Qingdao Citizen Fitness Center Sports Stadium is saddle-shaped with a construction area of about 140,000m2. The rippled roof and façade are assembled with ultra-long variable cross-section spiral aluminum plate units. The largest aluminum plate unit is 1.5 tons heavy and 13 meters long. The main structure of this project is the steel structure that can deform due to the factors such as temperature and subsidence, thus making it difficult to accurately install the aluminum plate curtain wall. During construction, the total station is used several times for data acquisition to generate the BIM model, which is aligned, compared and analyzed with the theoretical 3D model for providing the accurate support for the construction process. A 1:1 main truss of the steel structure is erected on the façade to simulate the tire frame erection and assembly the ultra-long variable cross-section spiral aluminum plate units on site. The main steel structure, with the lowest point at 26 meters and the highest point at 49 meters, is lifted by the truck cranes and inserted for installation from up to down. This process is a new curtain wall construction method that increases the installation efficiency by 30%, improves the construction quality and guarantees the construction safety. It can provide the technical reference for the curtain wall work of other similar large sports stadium projects in the future.
VL  - 4
IS  - 5
ER  -

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Author Information

Yong Liang

China Construction Shenzhen Decoration Co Ltd, Shenzhen, China
Zhiyan Che

China Construction Shenzhen Decoration Co Ltd, Shenzhen, China
Xinyou Chen

China Construction Shenzhen Decoration Co Ltd, Shenzhen, China
Cipei Liu

China Construction Shenzhen Decoration Co Ltd, Shenzhen, China

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Plain Text BibTeX RIS

APA Style

Yong Liang, Zhiyan Che, Xinyou Chen, Cipei Liu. (2019). Total Assembly Construction Technology of Ultra-long Variable Cross-section Spiral Aluminum Plate Unit of Qingdao Citizen Fitness Center Sports Stadium. Engineering and Applied Sciences, 4(5), 98-104. https://doi.org/10.11648/j.eas.20190405.12

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ACS Style

Yong Liang; Zhiyan Che; Xinyou Chen; Cipei Liu. Total Assembly Construction Technology of Ultra-long Variable Cross-section Spiral Aluminum Plate Unit of Qingdao Citizen Fitness Center Sports Stadium. Eng. Appl. Sci. 2019, 4(5), 98-104. doi: 10.11648/j.eas.20190405.12

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AMA Style

Yong Liang, Zhiyan Che, Xinyou Chen, Cipei Liu. Total Assembly Construction Technology of Ultra-long Variable Cross-section Spiral Aluminum Plate Unit of Qingdao Citizen Fitness Center Sports Stadium. Eng Appl Sci. 2019;4(5):98-104. doi: 10.11648/j.eas.20190405.12

Copy | Download

@article{10.11648/j.eas.20190405.12,
  author = {Yong Liang and Zhiyan Che and Xinyou Chen and Cipei Liu},
  title = {Total Assembly Construction Technology of Ultra-long Variable Cross-section Spiral Aluminum Plate Unit of Qingdao Citizen Fitness Center Sports Stadium},
  journal = {Engineering and Applied Sciences},
  volume = {4},
  number = {5},
  pages = {98-104},
  doi = {10.11648/j.eas.20190405.12},
  url = {https://doi.org/10.11648/j.eas.20190405.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.eas.20190405.12},
  abstract = {Qingdao Citizen Fitness Center Sports Stadium is saddle-shaped with a construction area of about 140,000m2. The rippled roof and façade are assembled with ultra-long variable cross-section spiral aluminum plate units. The largest aluminum plate unit is 1.5 tons heavy and 13 meters long. The main structure of this project is the steel structure that can deform due to the factors such as temperature and subsidence, thus making it difficult to accurately install the aluminum plate curtain wall. During construction, the total station is used several times for data acquisition to generate the BIM model, which is aligned, compared and analyzed with the theoretical 3D model for providing the accurate support for the construction process. A 1:1 main truss of the steel structure is erected on the façade to simulate the tire frame erection and assembly the ultra-long variable cross-section spiral aluminum plate units on site. The main steel structure, with the lowest point at 26 meters and the highest point at 49 meters, is lifted by the truck cranes and inserted for installation from up to down. This process is a new curtain wall construction method that increases the installation efficiency by 30%, improves the construction quality and guarantees the construction safety. It can provide the technical reference for the curtain wall work of other similar large sports stadium projects in the future.},
 year = {2019}
}

Copy | Download

TY  - JOUR
T1  - Total Assembly Construction Technology of Ultra-long Variable Cross-section Spiral Aluminum Plate Unit of Qingdao Citizen Fitness Center Sports Stadium
AU  - Yong Liang
AU  - Zhiyan Che
AU  - Xinyou Chen
AU  - Cipei Liu
Y1  - 2019/09/25
PY  - 2019
N1  - https://doi.org/10.11648/j.eas.20190405.12
DO  - 10.11648/j.eas.20190405.12
T2  - Engineering and Applied Sciences
JF  - Engineering and Applied Sciences
JO  - Engineering and Applied Sciences
SP  - 98
EP  - 104
PB  - Science Publishing Group
SN  - 2575-1468
UR  - https://doi.org/10.11648/j.eas.20190405.12
AB  - Qingdao Citizen Fitness Center Sports Stadium is saddle-shaped with a construction area of about 140,000m2. The rippled roof and façade are assembled with ultra-long variable cross-section spiral aluminum plate units. The largest aluminum plate unit is 1.5 tons heavy and 13 meters long. The main structure of this project is the steel structure that can deform due to the factors such as temperature and subsidence, thus making it difficult to accurately install the aluminum plate curtain wall. During construction, the total station is used several times for data acquisition to generate the BIM model, which is aligned, compared and analyzed with the theoretical 3D model for providing the accurate support for the construction process. A 1:1 main truss of the steel structure is erected on the façade to simulate the tire frame erection and assembly the ultra-long variable cross-section spiral aluminum plate units on site. The main steel structure, with the lowest point at 26 meters and the highest point at 49 meters, is lifted by the truck cranes and inserted for installation from up to down. This process is a new curtain wall construction method that increases the installation efficiency by 30%, improves the construction quality and guarantees the construction safety. It can provide the technical reference for the curtain wall work of other similar large sports stadium projects in the future.
VL  - 4
IS  - 5
ER  -

Copy | Download