The effect of temperature rise inhibitor on the hydration and strength development of slag/fly ash blended cement paste

被引:7
作者
Zhou, Yichuan [1 ]
Yan, Yu [2 ]
Qin, Yuan [3 ]
Yu, Cheng [4 ]
Wang, Wenbin [4 ]
Liu, Jiaping [5 ]
Wang, Kangchen [6 ]
机构
[1] Chongqing Univ, Coll Mat Sci & Engn, Chongqing 400044, Peoples R China
[2] Natl Univ Singapore, Dept Civil & Environm Engn, Singapore City 117576, Singapore
[3] Chongqing Construct Engn Qual Supervis & Testing C, Chongqing 400060, Peoples R China
[4] Jiangsu Sobute New Mat Co Ltd, State Key Lab High Performance Civil Engn Mat, Nanjing 211103, Peoples R China
[5] Southeast Univ, Sch Mat Sci & Engn, Nanjing 211189, Peoples R China
[6] Guangdong Highway Construct Co Ltd, Guangzhou 510623, Peoples R China
基金
中国国家自然科学基金;
关键词
Temperature rise inhibitor; Supplementary cementitious material; Cement hydration; Competitive adsorption; Compressive strength; FLY-ASH; PORTLAND-CEMENT; SILICA FUME; LOW-CALCIUM; CONCRETE; REACTIVITY; SYSTEMS; RESISTANCE; EVOLUTION; CHLORIDE;
D O I
10.1016/j.conbuildmat.2023.132307
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study compares the effects of Temperature Rise Inhibitor (TRI) on the exothermic process and development of compressive strength of slag/fly ash blended cement systems. Isothermal calorimetry results reveal that, even if there is an enhancement effect on cement hydration due to the filler effect, TRI can still effectively lower the hydration heat flow of composite cementitious materials during the early age. By adjusting the content of TRI and SCMs, these two opposite effects will reach a balance at a critical dosage. However, a distinct effect of TRI on compressive strength development can be observed in these two systems. In the slag system, the compressive strength of the TRI-blended sample can catch up with the reference within 28 days. While in the fly ash system, it takes longer to recover to the normal level. In addition to the difference in SCMs' intrinsic hydration reactivity in alkaline cement paste, competitive adsorption of TRI between cement and SCMs particle and the change of pore structure further enhance the variation in later strength development.
引用
收藏
页数:13
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