低浓度CO2条件40℃环境对水泥胶砂早期碳化与水化反应进程影响研究OA
Influence of Low-Concentration CO2 Environment at 40℃on Early Carbonation and Hydration Reaction Process of Cement Mortar
为响应建筑材料低碳发展战略,探索低浓度CO2条件下水泥基材料早期性能的优化路径,本研究在3%(体积分数)CO2浓度、40℃的环境中,设置2、6、12 h三个早期碳化时间节点,研究了碳化-水化协同作用对水泥胶砂力学性能及微观结构演化的影响.结果表明,碳化6 h时水泥基材料的综合性能最优,28 d抗压强度提升至58.6 MPa,较纯水化样品提高15.1%.此时,体系中CaCO3生成量及结晶度均达到较高水平,方解石占比显著增加.压汞分析结果显示,碳化6 h能有效改善试件表层孔隙结构,使孔隙率降低至21.8%,从而提高材料的致密性与稳定性.而随着碳化时间延长,试件表层孔隙结构劣化,强度下降,出现过度碳化现象.
In response to the low-carbon development strategy for building materials,this study explores the optimization path for early-age performance of cement-based materials under low-concentration CO2 conditions.Cement mortars were subjected to CO2 curing at 3%(volume fraction)concentration and 40℃for 2,6,and 12 h to investigate the effects of the carbonation-hydration synergy on mechanical properties,microstructure evolution.The results show that the comprehensive performance of cement-based materials is optimal after 6 h of carbonation,with a 28 d compressive strength of 58.6 MPa—approximately 15.1%higher than that of the purely hydrated sample.At this stage,the amount and crystallinity of CaCO3 reach their maximum,and the proportion of calcite increases significantly.Mercury intrusion porosimetry results reveal that 6 h carbonation effectively refines the pore structure of the specimen surface layer,reducing porosity to 21.8% and enhancing compactness and stability of the material.However,extending the carbonation time causes deterioration of the surface pore structure,leading to reduce strength due to over-carbonation.
胡庆浩;李绍纯;陈旭;张书畅
青岛理工大学土木工程学院,青岛 266520青岛理工大学土木工程学院,青岛 266520新疆大学建筑工程学院,乌鲁木齐 830047青岛理工大学土木工程学院,青岛 266520
建筑与水利
水泥基材料低浓度CO2早期碳化温度调控微观结构演化
cement-based materiallow-concentration CO2early-age carbonationtemperature regulationmicrostructural evolution
《硅酸盐通报》 2026 (6)
1892-1902,11
国家自然科学基金(52479125)丝绸之路经济带创新驱动发展试验区、乌昌石国家自主创新示范区科技发展计划(2022LQ03010)
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