Study on Heat Conductivity Coefficient Value of Thick-Typed Fireproofing Coating for Tunnel at Elevated Temperature

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Abstract:

In view of the issue that Heat Conductivity Coefficient (HCC) value of Thick-typed Fireproofing Coating (TFC) for tunnel at elevated temperature is not unknown, which makes researchers unable to make right fireproofing design and analysis for structure, starting from composition of TFC for tunnel, regarding it as complex of insulation aggregate and adhesive material, and using series model and parallel model, formulas of HCC at elevated temperature are established. The temperature field in three specimens is calculated by above HCC value, and is compared with testing results. Analysis result shows that HCC value from series model is the most reasonable. This paper provides an effective Solution for HCC value of TFC for tunnel at elevated temperature.

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2103-2106

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January 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Kexu HU ; Guisheng HE . Experimental Study on Fire Protection Methods of Carbon Fiber Reinforced Polymer Strengthened Reinforced Concrete Beams. Journal of Tongji University (Natural Science). 2006, 34(11): 1451~1456 (In Chinese).

DOI: 10.1007/s11709-007-0054-7

Google Scholar

[2] Wanyang GAO ; Kexu HU; Zhoudao LU. Temperature Distribution Analysis of Insulated Carbon FRP-strengthened Concrete Beams in Fire. Journal of Wuhan University of Technology. 2008, 30(11): 94~98 (In Chinese).

Google Scholar

[3] G. Q. Li, W. Y. Wang, S. W. Chen. A Simple Approach for Modeling Fire-Resistance of Steel Column with Locally Damaged Fire Protection. Engineering Structures. 2009, 31(3): 617~622.

DOI: 10.1016/j.engstruct.2008.11.004

Google Scholar

[4] Wanyang Gao; Kexu Hu; Zhoudao Lu. Nonlinear Analysis of Insulated Carbon Fiber Reinforced Polymer Strengthened Reinforced Concrete Beams in Fire. Journal of Tong ji University(Natural Science). 2009, 37(5): 575~582 (In Chinese).

Google Scholar

[5] Fuxiong Wan, Wenzhong Zheng. Fire performance of reinforced concrete beams strengthened with Carbon Fiber Sheet bonded with an inorganic adhesive. Advanced Materials Research. 2011, 255-260: 574~579.

DOI: 10.4028/www.scientific.net/amr.255-260.574

Google Scholar

[6] Wenzhong Zheng, Fuxiong Wan, Shiguang Li. Experimental research of fire performance on reinforced concrete slabs strengthened with CFRP sheets bonded with inorganic adhesive. Journal of Building Structures. 2010, 31(10): 89~97 (In Chinese).

DOI: 10.4028/www.scientific.net/amr.255-260.574

Google Scholar

[7] Ying WANG; Chao SUN ; Wenzhong ZHENG. Thickness of fireproofing coating for concrete beams and slabs strengthened with CFRP sheets . Journal of Harbin Institute of Technology. 2008, 40(12): 1868~1873 (In Chinese).

Google Scholar

[8] Xiangyu LI; Xiaolong ZHAO; Xiangyong GUO; Li-qiang CAO. Investigations on Thermal Conductivity Models of Foamed Concrete. Building Science. 2010, 26(9): 83~86 (In Chinese).

Google Scholar

[9] T. Z. Harmathy. Thermal Properties of Concrete at Elevated Temperature. ASTM Journal of Materials. 1970, 5(1): 47~74.

Google Scholar

[10] Wenzhong Zheng; Fuxiong Wan; Shiguang Li. Experimental research of fire performance on reinforced concrete slabs strengthened with CFRP sheets bonded with inorganic adhesive. Journal of Building Structures. 2010, 31(10): 89~97 (In Chinese).

DOI: 10.4028/www.scientific.net/amr.255-260.574

Google Scholar

[11] Eurocode 2: Design of Concrete Structures-Part1-2: General Rules-Structural Fire Design. 1996: 1~76.

Google Scholar

[12] Zhenhai Guo, Xudong Shi. Behaviour of reinforced concrete at elevated temperature and its calculation. Tinghua university press. 2003: 19; 15; 55~61; 75~76; 16~17; 25; 62 (In Chinese).

Google Scholar

[13] E. Ellobody, C. G. Bailey. Modelling of Unbonded Post-Tensioned Concrete Slabs under Fire Conditions. Fire Safety Journal. 2009, 44(2): 159~167.

DOI: 10.1016/j.firesaf.2008.05.007

Google Scholar