Preparation and Mechanism Research of Hydration-heat-inhibiting Materials with Microcapsule Sustained-releasing Technology

Fujie Jia , Yan Yao , Changcheng Li

Journal of Wuhan University of Technology Materials Science Edition ›› 2022, Vol. 36 ›› Issue (5) : 697 -705.

PDF
Journal of Wuhan University of Technology Materials Science Edition ›› 2022, Vol. 36 ›› Issue (5) : 697 -705. DOI: 10.1007/s11595-021-2462-2
Cementitious Materials

Preparation and Mechanism Research of Hydration-heat-inhibiting Materials with Microcapsule Sustained-releasing Technology

Author information +
History +
PDF

Abstract

Hydration-heat-inhibiting materials(HIM) with polysaccharide as core material was prepared using microcapsule sustained-releasing technology, through a centrifugal spray granulation process after melting together. The preparation process parameters of HIM were selected by the semi-adiabatic temperature rise test of cement paste. TAM air microcalorimeter was used to investigate the regulation performance of HIM on the hydration of cement. The influence of HIM on the microstructure of cement was investigated by XRD, SEM, and TG-DSC.The results showed that the most suitable wall material for HIM was polyethylene wax, the optimum polyethylene wax/polysaccharide mass ratio was 1, and the most effective particle size was 0.16–0.30 mm. Polysaccharide coated by polyethylene wax released slowly, and the peak heat release rate of cement could be reduced by 55.2% after continuous regulaion. The regulation period continued to 120 h. HIM mainly decreased the C3S reaction rate, which resulted in a 39.2% peak value reduction of hydration heat release rate. However, HIM had little regulation on C3A. The hydration heat release process of cement-based materials can be designed by adjusting the dosage of HIM.

Keywords

microcapsule / sustained-release / hydration heat / inhibition

Cite this article

Download citation ▾
Fujie Jia, Yan Yao, Changcheng Li. Preparation and Mechanism Research of Hydration-heat-inhibiting Materials with Microcapsule Sustained-releasing Technology. Journal of Wuhan University of Technology Materials Science Edition, 2022, 36(5): 697-705 DOI:10.1007/s11595-021-2462-2

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Metha P K, Monteiro P J. Microstructure, Properties and Materials of Concrete [M], 2008 Beijing: China Electric Power Press.

[2]

Bentz D P, Waller V, de Larrard F. Prediction of Adiabatic Temperature Rise in Conventional and High-Performance Concretes Using a 3-D Microstructural Model[J]. Cement and Concrete Research, 1998, 28(2): 285-297.

[3]

Myers T G, Fowkes N D, Ballim Y. Modeling the Cooling of Concrete by Piped Water[J]. Journal of Engineering Mechanics, 2009, 135(12): 1375-1383.

[4]

Chen S H, Su P F, Shahrour I. Composite Element Algorithm for The Thermal Analysis of Mass Concrete:Simulation of Cooling Pipes[J]. International Journal of Numerical Methods for Heat & Fluid Flow, 2011, 21(4): 434-447.

[5]

Chen S H, Su P F, Shahrour I. Composite Element Algorithm for The Thermal Analysis of Mass Concrete:Simulation of Lift Joint[J]. Finite Elements in Analysis and Design, 2011, 47(5): 536-542.

[6]

Chen S, Qing S. Composite Element Model for Discontinuous Rock Masses[J]. International Journal of Rock Mechanics and Mining Sciences, 2004, 41(5): 865-870.

[7]

Jin K K, Kook H K. Thermal Analysis of Hydration Heat in Concrete Structures with Pipe-Cooling System[J]. Computers and Structures. 2001(1): 163–171

[8]

Seo T S, Kim S S, Lim C K. Experimental Study on Hydration Heat Control of Mass Concrete by Vertical Pipe Cooling Method[J]. Journal of Asian Architecture and Building Engineering, 2015, 14(3): 657-662.

[9]

Sun Z P, Jiang Z W, Wang P M, et al. Concrete Pavement Crack Causes and Preventive Measures[J]. Journal of Highway and Transportation Research and Development, 2005(4): 15–19

[10]

Chen C H. Analysis of Temperature Field and Temperature Stress During Construction of Hydraulic Structure Considering Reinforcement Action[J]. Hohai University. 2006: 11–23

[11]

Choi W C, Khil B S, Chae Y S. Feasibility of Using Phase Change Materials to Control the Heat of Hydration in Massive Concrete Structures[J]. The Scientific World Journal, 2014 (9): 1–6

[12]

Kim Y R, Khil B S, Jang S J. Effect of Barium-Based Phase Change Material (PCM) to Control the Heat of Hydration on the Mechanical Properties of Mass Concrete[J]. Thermochimica Acta, 2015, 613(10): 100-107.

[13]

Qian C X, Gao G B, He Z H. Feasibility Research of Using Phase Change Materials to Reduce the Inner Temperature Rise of Mass Concrete[J]. Journal of Wuhan University of Technology -Materials Science Edition, 2015, 30(5): 989-994.

[14]

Lane G A. Solar Heat Storage: Latent Heat Material[M], 1986 Boca Raton: CRC Press Inc.

[15]

Lee T, Hawes D W, Banu D. Control Aspects of Latent Heat Storage and Recovery in Concrete[J]. Solar Energy Materials and Solar Cells, 2000, 62(3): 217-237.

[16]

Darkwa K, O’Callaghan P W. Simulation of Phase Change Drywalls in A Passive Solar Building[J]. Applied Thermal Engineering, 2006, 26(8/9): 853-858.

[17]

Aaron R S, Benta D P. Increasing the Service Life of Bridge Decks by Incorporating Phase-Change Materials to Reduce Freeze-Thaw Cycles[J]. Journal of Materials in Civil Engineering, 2012, 24: 1034-1042.

[18]

Entrop A G, Brouwers H J H, Reinders A H M E. Experimental Research on the Use of Micro-Encapsulated Phase Change Materials to Store Solar Energy in Concrete Floors and to Save in Dutch House[J]. Solar Energy, 2011, 85(5): 1007

[19]

Arnault A, Mathieu-Potvin F, Gosselin L. Internal Surfaces Including Phase Change Materials for Passive Optimal Shift of Solar Heat Gain[J]. Int J. Thermal Sci., 2010, 49(11): 2148

[20]

Alawadhi E M, Alqallaf H J. Building Roof with Conical Holes Containing PCM to Reduce the Cooling Load: Numerical Study[J]. Energy Convers. Manag., 2011, 52(8–9): 2958

[21]

Pasupathy A, Velraj R. Effect of Double Layer Phase Change Material in Building Roof for Year Round Thermal Management[J]. Energy Build, 2008, 40(3): 193

[22]

Cabeza L F, Castellon C, Nogues M. Use of Microencapsulated PCM in Concrete Walls for Energy Savings[J]. Energy Build., 2007, 39(2): 113

[23]

Zhao S Z, Liu L, Jia F J, et al. A Kind of Hydration Heat Suppression Concrete Expansion Material, Preparation Method and Application[P]. China Patent for Invention, ZL 201310289190.9, 2013

[24]

Jia F J, Zhang J Q, Nie F Y, et al. Application of HCSA-R Hydration-Heat-Inhibiting Expansive Agent in Engineering[J]. Expansieve Agents&Expansive Concrete, 2013, (1): 5–8

[25]

Zhang H, Wang W B, Li Q L, et al. A Starch-Based Admixture for Reduction of Hydration Heat in Cement Composites[J]. Consturction and Building Materials, 2018(173): 317–322

[26]

Y L Liang G Z, Xie J Q, et al. Preparation and Characterization of Poly (Urea-Formaldehyde) Microcapsules Filled with Epoxy Resins[J]. Polymer, 2006, 47(15): 5338-5349.

[27]

Y L Liang G Z, Xie J Q, et al. Thermal Stability of Microencapsulated Epoxy Resins with Poly(Urea—Formaldehyde)[J]. Polym. Degrad. Stabil., 2006, 91(10): 2300-2306.

[28]

Y L Gu A J, Liang G Z. Preparation and Properties of Poly (Urea-Formaldehyde) Microcapsules Filled with Epoxy Resins[J]. Mater. Chem. Phys., 2008, 110(2/3): 417-425.

[29]

Zhang L R, Xing F. Infulences of Silica Porous Shell Microcapsules on the Impermeability of Hardened Cement Mortar[J]. Acta Materiae Compositae Sinica, 2019(4): 982–992

[30]

Dong B Q, Wang Y S, Ding W J, et al. Chemical Selfhealing Microcapsule for Cementitious System[J]. Journal of Beijing University of Technology, 2014, 40(8): 1168-1173.

[31]

Peschard A, Govin A, Pourchez J, et al. Effect of Polysaccharides on the Hydration of Cement Suspension[J]. J. Eur. Ceram. Soc., 2006, 26(8): 1435-1449.

AI Summary AI Mindmap
PDF

134

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/