Feasibility research of using phase change materials to reduce the inner temperature rise of mass concrete

Chunxiang Qian , Guibo Gao , Zhihai He , Ruiyang Li

Journal of Wuhan University of Technology Materials Science Edition ›› 2015, Vol. 30 ›› Issue (5) : 989 -994.

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Journal of Wuhan University of Technology Materials Science Edition ›› 2015, Vol. 30 ›› Issue (5) : 989 -994. DOI: 10.1007/s11595-015-1262-y
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Feasibility research of using phase change materials to reduce the inner temperature rise of mass concrete

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Abstract

In order to evaluate the feasibility of using phase change materials to reduce the inner temperature rise of mass concrete, the interior temperature of normal concrete specimen under semi-adiabatic curing condition was measured. The effect of embedding phase change material (PCM) and replacing water with suspension of phase change material (SPCM) as cooling fluid were compared in the experiment. The cooling effect and the affecting factors were analyzed and calculated. The research results showed that the peak of inner temperature could be decreased obviously by the method of pre-embeding PCM in concrete, however, this method is only effective in the initial stage of cement hydration process. Besides, the volume of PCM is rather big and the PCM can not be used circularly, which means that this method can only be used under special condition and the feasibility is low. When SPCM was used as cooling fluid, the interior temperature rise of mass concrete was reduced more effectively, and the temperature grads peak around the cooling pipe was also reduced. Besides, both the SPCM consumption amount and the circulation time were decreased, and most important is that the SPCM is recyclable. The technical and economical feasibility of using SPCM to reduce the inner temperature rise of mass concrete is high.

Keywords

phase change material / suspension of phase change material / mass concrete / interior temperature rise / feasibility

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Chunxiang Qian, Guibo Gao, Zhihai He, Ruiyang Li. Feasibility research of using phase change materials to reduce the inner temperature rise of mass concrete. Journal of Wuhan University of Technology Materials Science Edition, 2015, 30(5): 989-994 DOI:10.1007/s11595-015-1262-y

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References

[1]

Tohru K, Sunao N. Investigations on Determining Thermal Stress in Massive Concrete Structures[J]. ACI Mater. J., 1996, 93(1): 32-37.

[2]

Zhu B F, Wu L S, Zhang G X. Research on the Type of Post Pipe Cooling of Concrete Dams[J]. Water Resour. Hydropower Eng., 2009, 40(7): 22-31.

[3]

Zhu B F. Pipe Cooling of Concrete Dam from Earlier Age with Smaller Temperature Difference and Longer Time[J]. Water Resour. Hydropower Eng., 2009, 40(1): 44-50.

[4]

Bentz D P, Turpin R. Potential Applications of Phase Change Materials in Concrete Technology[J]. Cem. Concr. Compos., 2007, 29(5): 527-532.

[5]

Feldman D, Banu D, Hawes D. Development and Application of Organic Phase Change Mixtures in Thermal Storage Gypsum Wallboard[J]. Sol. Energy Mater. Sol. Cells, 1995, 36(2): 147-157.

[6]

Zhang D, Li Z J, Zhou J M, Wu K R. Development of Thermal Energy Storage Concrete[J]. Cem. Concr. Res., 2004, 34(5): 927-934.

[7]

Hunger M, Entrop A G, Mandilaras I, Brouwers H J. The Behavior of Self-compacting Concrete Containing Micro-encapsulated Phase Change Materials[J]. Cem. Concr. Compos., 2009, 31(10): 731-743.

[8]

Xing J J, Guan X J. Study on the Control over the Cement Hydration Heat of the Phase Change Materials[J]. Res. Appl. Build. Mater., 2006, 6: 4-6.

[9]

Deng A, Li S B, Shen X D, et al. An Experimental Study on Phase Change Heat Storage Ability of Temperature Control Concrete during hase Change[J]. J. Logist Eng. Univ., 2007, 23(4): 88-91.

[10]

Chen M Z, He Z, Chen S F. The Study of Phase Change Concrete[J]. New Build. Mater., 2003, 12: 1-3.

[11]

Yang Y K, Zhang X, Lu S L. Study on Controlling the Hydration Heat of Concrete by Using of PCM[J]. China Concr. Cem. Prod., 2007, 5: 9-11.

[12]

Thaicham A, Gadi M B, Rifat S B. An Investigation of Microencapsulated Phase Change Material Sluary as a Heat-transfer Fluid in a Closed-loop System[J]. J. Inst. Energy, 2004, 77(5): 108-115.

[13]

Inaba H, Kim M J, Horibe A. Melting Heat Transfer Characteristics of Microencapsulated Phase Change Material Slurries with Plural Microcapsules having Different Diameters[J]. J. Heat Transfer., 2004, 126(4): 558-565.

[14]

Goel M, Roy S K, Sengupta S. Laminar Forced Convection Heat Transfer in Microenapsulated Phase Change Material Suspensions[J]. Int. J. Heat Mass Transfer., 1994, 37(4): 593-604.

[15]

Zhao Z N, Shi Y Q. The Cold-stoeage Model and Parameters Analysis for a Phase Change Emulsion[J]. J. Eng. Thermophys, 2003, 24(4): 658-660.

[16]

Chen B J, Wang X, Zeng R L. Experimental Research on Laminar Forced Convection Heat Transfer Characteristics of Microencapsulated hyase Change Material Suspension[J]. Acta Energiae Solaris Sinica, 2009, 30(8): 1018-1022.

[17]

Gao G B, Qian C X. The Application Method Research of Using hase Change Materials to Reduce the Inner Temperature Rise of Dam Concrete[C], 2008

[18]

Gao G B, Qian C X, Zhuang Y, et al. Research on Use of Phase Change Materials for Reduction of Internal Temperature Rise of Mass Concrete[J]. J. Hydroe Eng., 2010, 120(1): 197-201.

[19]

Zhu B F. Control of Thermal Stresses and Temperature in Hydraulic Structure Concrete[M], 1999 Beijing: Chinese Waterpower Press.

[20]

Li J J. Raw Materials and Design of Concrete for Ertan Dam[J]. GuiZhou Hydraul Eng., 2004, 18(2): 46-49.

[21]

Zhou J L. Large Cubic Concrete Temperature Control Technique of Sutong Bridge North Pylon Pile Cap[J]. Mod. Transp. Technol., 2007, 4(5): 31-35.

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