Growth of Calcium Hydroxide Islands in Tricalcium Silicate-Based Cements at Early Age

2012 ◽  
Vol 95 (9) ◽  
pp. 2808-2819 ◽  
Author(s):  
Tiantian Xie ◽  
Joseph J. Biernacki
2015 ◽  
Vol 42 (10) ◽  
pp. 797-807
Author(s):  
Pangil Choi ◽  
Sung Il Jeon ◽  
Kyong-Ku Yun

Very-early-strength latex-modified concrete (VES-LMC) was developed for rapid repairs of distresses in concrete bridge decks and pavements, with the emphasis on early-age strength gain so that the repaired bridges and pavements can be opened to traffic within the time frame required in the specifications. However, there are two main concerns in the use of VES-LMC — early-age cracking and poor air void structure. The main objective of this study was to further improve VES-LMC to minimize early-age cracking and improve freeze–thaw durability, which included the use of fine fly ash (FFA) and calcium hydroxide (CH). Laboratory experiments were conducted on VES-LMC materials with cement replaced with FFA as well as CH, and various tests performed. Early-age drying shrinkages of VES-LMC containing both FFA and CH in the amounts evaluated in this study were smaller than that of VES-LMC with no replacements. It is expected that the use of FFA and CH in the range evaluated in this study will reduce the cracking potential of VES-LMC. Overall, the replacement of cement with FFA and CH improved the characteristics of entrained air void system, which will enhance the durability of VES-LMC against freeze–thaw damage. Scanning electron microscope and energy dispersive spectroscopy analysis indicate the primary mechanism of the generation of small sized air voids in concretes containing adequate amount of FFA and CH is the gas formation reaction between citric acid solutions and CH during concrete mixing. It is expected that the inclusion of adequate amounts of FFA and CH in VES-LMC will improve the performance of repaired bridge decks and pavements in terms of reduced cracking and improved freeze-thaw durability.


1954 ◽  
Vol 32 (2) ◽  
pp. 129-142 ◽  
Author(s):  
W. A. G. Graham ◽  
J. W. T. Spinks ◽  
T. Thorvaldson

Labelled tricalcium silicate, prepared by heating together inactive dicalcium silicate and lime labelled with Ca45 has been hydrated in saturated solutions of calcium hydroxide at 21 °C. Parallel studies of the rate of liberation of lime due to hydrolysis and the coincident appearance of Ca45 in the solution indicate that the CaO:SiO2 ratio in the precipitated hydrated silicate is 3:2. A similar result is obtained when inactive tricalcium silicate is hydrated in an active lime solution. Comparable studies on the hydrolysis of labelled β-dicalcium silicate indicate the formation of a product with the same CaO:SiO2 ratio. The method appears to have rather general application.


2018 ◽  
Vol 34 (2) ◽  
pp. 317-330 ◽  
Author(s):  
Xue-qing Huang ◽  
John Camba ◽  
Li-sha Gu ◽  
Brian E. Bergeron ◽  
Domenico Ricucci ◽  
...  

Crystals ◽  
2020 ◽  
Vol 10 (9) ◽  
pp. 816
Author(s):  
Yuli Wang ◽  
Huijuan Lu ◽  
Junjie Wang ◽  
Hang He

In order to improve the early age strength of ordinary Portland cement-based materials, many early strength agents were applied in different conditions. Different from previous research, the nano calcium silicate hydrate (C-S-H) particles used in this study were synthesized through the chemical reaction of CaO, SiO2, and H2O under 120 °C using the hydrothermal method, and the prepared nano C-S-H particles were highly crystalized. The influences of different amounts of nano C-S-H particles (0%, 0.5%, 1%, 2% and 3% by weight of cement) on the setting time, compressive strength, and hydration heat of cement paste were studied. The hydration products and microstructure of the cement paste with different additions of nano C-S-H particles were investigated through thermogravimetry-differential thermal analysis (TG-DTA), X-ray powder diffraction (XRD), and scanning electron microscope (SEM) tests. The results show that the nano C-S-H particles could be used as an early strength agent, and the early strength of cement paste can be increased by up to 43% through accelerating the hydration of tricalcium silicate (C3S). However, the addition of more than 2% nano C-S-H particles was unfavorable to the later strength development due to more space being left during the initial accelerated hydration process. It is suggested that the suitable content of the nano C-S-H particles is 0.5%−1% by weight of cement.


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