Compound Design for Continuously Cast Concrete to Underlie an Extensive Ice Layer in the 13th National Winter Games Venues

Liu Jun; Zhang Ping; Wang Qin; Li Kai; Chen Xu; Bai Guoqiang

doi:doi:10.11648/j.am.20180703.15

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Compound Design for Continuously Cast Concrete to Underlie an Extensive Ice Layer in the 13th National Winter Games Venues

Liu Jun, Zhang Ping, Wang Qin, Li Kai, Chen Xu, Bai Guoqiang

Published in Advances in Materials (Volume 7, Issue 3)

Received: 5 July 2018 Accepted: 21 August 2018 Published: 26 September 2018

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Abstract

This paper details the design process and testing procedure used to create frost-resistant concrete for this engineering project, which involved considering properties such as tendency to shrinkage and durability. Through the examination of performance indices, it is shown that the designed concrete mix met the requirements of the design and of construction through continuous casting, specifically C40F250 concrete with a low shrinkage rate, good performance under freeze-thaw conditions, and no cracking under the pressure of an extensive layer of ice.

Published in	Advances in Materials (Volume 7, Issue 3)
DOI	10.11648/j.am.20180703.15
Page(s)	82-88
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), 2018. Published by Science Publishing Group

Keywords

Shrinkage Characteristics, Freeze-Thaw Performance, Ice Pressure, Continuous Pouring, Concrete

References

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[3]	Fan Shu-jing, Wang Pei-ming. Drying Shrinkage and Cracking Behavior of Polypropylene Fiber Reinforced Glazed Hollow Beads Thermal Insulation Mortar (in Chinese) [J]. Journal of building materials, vol 01, pp. 118-123, 2017.
[4]	Chen Xin, Zheng Jian-lan, Wang Guo-jie. Influence of mineral admixture on the drying shrinkage performance of recycled concrete (in Chinese) [J]. Concrete, vol 10, pp. 16-20+24, 2016.
[5]	Xu Yong-kun, Yao Ji-yong, Xie Yong-pei Etc. Application of Shrinkage-Compensating Concrete in Winter Construction of Basement (in Chinese) [J]. Expansive agent and expansive concrete, vol 02, pp. 17-21, 2015.
[6]	Sun Jun-feng. Application of shallow draft gas in antifreeze concrete (in Chinese) [J]. Technical Supervision in Water Resources, vol 25, pp. 59-60+67, 2017.
[7]	Ren Wei-ji. Design and engineering application of large volume compensated shrinkage concrete mix ratio in winter application (in Chinese) [J]. Float subsequently, vol 08, pp. 71-73, 2015.
[8]	Li Chang-cheng, Zhang Ming, Huang Sheng. Preparation and engineering application of C35～C40 shrinkage compensating concrete (in Chinese) [J]. Concrete, vol 10, pp. 160-162, 2017.
[9]	JGJ 55-2011, Specification for design of ordinary concrete mix proportion (in Chinese) [S].
[10]	GB/T 50080-2002, Standard test method for performance of ordinary concrete mixtures (in Chinese) [S].
[11]	GB/T 50081-2002, Standard test method for mechanical properties of ordinary concrete (in Chinese) [S].
[12]	GB/T 50082-2009, Standard test method for long - term performance and durability of ordinary concrete (in Chinese) [S].
[13]	Jia Li-li, Gao Yu-xin, Peng Yuan Etc. Analysis and Comparison of Different Testing Methods with Different Free Expansion Ratios for Expansive Concrete (in Chinese) [J]. construction technique, vol 45, pp. 27-29+33, 2016.
[14]	Wang Jun-zeng, Cui Wen-sheng, Qin Lei. Real-time monitoring of early cracks in mass concrete (in Chinese) [J]. construction technology, vol 46, pp. 205-207, 2015.
[15]	Fan Le-tao. Study on early cracking grading control system of premixed concrete (in Chinese) [D]. Lanzhou University Of Technology, 2017.

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APA Style

Liu Jun, Zhang Ping, Wang Qin, Li Kai, Chen Xu, et al. (2018). Compound Design for Continuously Cast Concrete to Underlie an Extensive Ice Layer in the 13th National Winter Games Venues. Advances in Materials, 7(3), 82-88. https://doi.org/10.11648/j.am.20180703.15

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ACS Style

Liu Jun; Zhang Ping; Wang Qin; Li Kai; Chen Xu, et al. Compound Design for Continuously Cast Concrete to Underlie an Extensive Ice Layer in the 13th National Winter Games Venues. Adv. Mater. 2018, 7(3), 82-88. doi: 10.11648/j.am.20180703.15

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AMA Style

Liu Jun, Zhang Ping, Wang Qin, Li Kai, Chen Xu, et al. Compound Design for Continuously Cast Concrete to Underlie an Extensive Ice Layer in the 13th National Winter Games Venues. Adv Mater. 2018;7(3):82-88. doi: 10.11648/j.am.20180703.15

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@article{10.11648/j.am.20180703.15,
  author = {Liu Jun and Zhang Ping and Wang Qin and Li Kai and Chen Xu and Bai Guoqiang},
  title = {Compound Design for Continuously Cast Concrete to Underlie an Extensive Ice Layer in the 13th National Winter Games Venues},
  journal = {Advances in Materials},
  volume = {7},
  number = {3},
  pages = {82-88},
  doi = {10.11648/j.am.20180703.15},
  url = {https://doi.org/10.11648/j.am.20180703.15},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.am.20180703.15},
  abstract = {This paper details the design process and testing procedure used to create frost-resistant concrete for this engineering project, which involved considering properties such as tendency to shrinkage and durability. Through the examination of performance indices, it is shown that the designed concrete mix met the requirements of the design and of construction through continuous casting, specifically C40F250 concrete with a low shrinkage rate, good performance under freeze-thaw conditions, and no cracking under the pressure of an extensive layer of ice.},
 year = {2018}
}

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TY  - JOUR
T1  - Compound Design for Continuously Cast Concrete to Underlie an Extensive Ice Layer in the 13th National Winter Games Venues
AU  - Liu Jun
AU  - Zhang Ping
AU  - Wang Qin
AU  - Li Kai
AU  - Chen Xu
AU  - Bai Guoqiang
Y1  - 2018/09/26
PY  - 2018
N1  - https://doi.org/10.11648/j.am.20180703.15
DO  - 10.11648/j.am.20180703.15
T2  - Advances in Materials
JF  - Advances in Materials
JO  - Advances in Materials
SP  - 82
EP  - 88
PB  - Science Publishing Group
SN  - 2327-252X
UR  - https://doi.org/10.11648/j.am.20180703.15
AB  - This paper details the design process and testing procedure used to create frost-resistant concrete for this engineering project, which involved considering properties such as tendency to shrinkage and durability. Through the examination of performance indices, it is shown that the designed concrete mix met the requirements of the design and of construction through continuous casting, specifically C40F250 concrete with a low shrinkage rate, good performance under freeze-thaw conditions, and no cracking under the pressure of an extensive layer of ice.
VL  - 7
IS  - 3
ER  -

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Author Information

Liu Jun

China West Construction Group Xinjiang Co., Ltd, Urumqi, China
Zhang Ping

China West Construction Group Xinjiang Co., Ltd, Urumqi, China
Wang Qin

China West Construction Group Xinjiang Co., Ltd, Urumqi, China
Li Kai

China West Construction Group Xinjiang Co., Ltd, Urumqi, China
Chen Xu

China West Construction Group Xinjiang Co., Ltd, Urumqi, China
Bai Guoqiang

China West Construction Group Xinjiang Co., Ltd, Urumqi, China

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Plain Text BibTeX RIS

APA Style

Liu Jun, Zhang Ping, Wang Qin, Li Kai, Chen Xu, et al. (2018). Compound Design for Continuously Cast Concrete to Underlie an Extensive Ice Layer in the 13th National Winter Games Venues. Advances in Materials, 7(3), 82-88. https://doi.org/10.11648/j.am.20180703.15

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ACS Style

Liu Jun; Zhang Ping; Wang Qin; Li Kai; Chen Xu, et al. Compound Design for Continuously Cast Concrete to Underlie an Extensive Ice Layer in the 13th National Winter Games Venues. Adv. Mater. 2018, 7(3), 82-88. doi: 10.11648/j.am.20180703.15

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AMA Style

Liu Jun, Zhang Ping, Wang Qin, Li Kai, Chen Xu, et al. Compound Design for Continuously Cast Concrete to Underlie an Extensive Ice Layer in the 13th National Winter Games Venues. Adv Mater. 2018;7(3):82-88. doi: 10.11648/j.am.20180703.15

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@article{10.11648/j.am.20180703.15,
  author = {Liu Jun and Zhang Ping and Wang Qin and Li Kai and Chen Xu and Bai Guoqiang},
  title = {Compound Design for Continuously Cast Concrete to Underlie an Extensive Ice Layer in the 13th National Winter Games Venues},
  journal = {Advances in Materials},
  volume = {7},
  number = {3},
  pages = {82-88},
  doi = {10.11648/j.am.20180703.15},
  url = {https://doi.org/10.11648/j.am.20180703.15},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.am.20180703.15},
  abstract = {This paper details the design process and testing procedure used to create frost-resistant concrete for this engineering project, which involved considering properties such as tendency to shrinkage and durability. Through the examination of performance indices, it is shown that the designed concrete mix met the requirements of the design and of construction through continuous casting, specifically C40F250 concrete with a low shrinkage rate, good performance under freeze-thaw conditions, and no cracking under the pressure of an extensive layer of ice.},
 year = {2018}
}

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TY  - JOUR
T1  - Compound Design for Continuously Cast Concrete to Underlie an Extensive Ice Layer in the 13th National Winter Games Venues
AU  - Liu Jun
AU  - Zhang Ping
AU  - Wang Qin
AU  - Li Kai
AU  - Chen Xu
AU  - Bai Guoqiang
Y1  - 2018/09/26
PY  - 2018
N1  - https://doi.org/10.11648/j.am.20180703.15
DO  - 10.11648/j.am.20180703.15
T2  - Advances in Materials
JF  - Advances in Materials
JO  - Advances in Materials
SP  - 82
EP  - 88
PB  - Science Publishing Group
SN  - 2327-252X
UR  - https://doi.org/10.11648/j.am.20180703.15
AB  - This paper details the design process and testing procedure used to create frost-resistant concrete for this engineering project, which involved considering properties such as tendency to shrinkage and durability. Through the examination of performance indices, it is shown that the designed concrete mix met the requirements of the design and of construction through continuous casting, specifically C40F250 concrete with a low shrinkage rate, good performance under freeze-thaw conditions, and no cracking under the pressure of an extensive layer of ice.
VL  - 7
IS  - 3
ER  -

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