New insights on the use of supercritical carbon dioxide for the accelerated carbonation of cement pastes

被引:53
|
作者
Garcia-Gonzalez, Carlos A.
el Grouh, Nadia
Hidalgo, Ana
Fraile, Julio
Lopez-Periago, Ana M.
Andrade, Carmen
Domingo, Concepcion
机构
[1] CSIC, Inst Ciencia Mat Barcelona, E-08193 Bellaterra, Spain
[2] CSIC, Inst Ciencias Construcc Eduardo Torroja, E-28033 Madrid, Spain
来源
JOURNAL OF SUPERCRITICAL FLUIDS | 2008年 / 43卷 / 03期
关键词
supercritical CO2; cement; carbonation; silanization; permeability; waste management;
D O I
10.1016/j.supflu.2007.07.018
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
This study aims to analyze the effects of supercritical carbon dioxide (SCCO2) on the carbonation of Portland cement pastes, with and without mineral addition. The process is based on the advantages of the low viscosity and surface tension Of SCCO2 that allow the complete wetting of complex substrates with intricate geometries, including internal surfaces of agglomerates such of these found in cement pastes. The supercritical treatment alters the bulk chemical and structural properties of cement pastes by accelerating natural carbonation reactions, while at the same time it reduces both free and bound water. The observed overall effects of supercritical carbonation on Portland cement pastes were the neutralization of pore water alkalinity, the formation of calcium carbonate and the reduction in the Ca/Si ratio of the calcium silicate hydrate (CSH) gel. Moreover, the massive precipitation of calcium carbonate inside microcracks after supercritical treatment caused the refinement of the microstructure, thus, reducing water permeability to a large extent. Supereritical carbonation method can be completed in few hours, rendering it technically interesting. This work also contributes to the idea of increasing the durability of concrete by means of a preventive hydrophobic supercritical treatment against water ingress. A generic SCCO2, method for concrete silanization is proposed here. (C) 2007 Elsevier B.V. All rights reserved.
引用
收藏
页码:500 / 509
页数:10
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