Influence mechanism of 1,2-propanediol on the mortar performances cured under the negative temperature condition

被引:0
|
作者
Wang, Chong [1 ,2 ]
Zhang, Mingyi [1 ,2 ]
Pei, Wansheng [1 ,2 ]
Lai, Yuanming [1 ,2 ,3 ]
Sun, Jiawei [4 ]
Wang, Jiachen [4 ]
Shang, Baihong [4 ]
机构
[1] Chinese Acad Sci, Northwest Inst Ecoenvironm & Resources, Key Lab Cryosphere Sci & Frozen Soil Engn, Lanzhou 730000, Peoples R China
[2] Univ Chinese Acad Sci, Beijing 100049, Peoples R China
[3] Chongqing Jiaotong Univ, Inst Future Civil Engn Sci & Technol, Chongqing 400074, Peoples R China
[4] Lanzhou Jiaotong Univ, Sch Civil Engn, Lanzhou 730070, Peoples R China
基金
中国国家自然科学基金;
关键词
1,2-propanediol; Mortar; Negative temperature curing condition; Hydration degree; PLACE PILE FOUNDATIONS; WARM PERMAFROST; HYDRATION; CONCRETE;
D O I
10.1016/j.conbuildmat.2024.137774
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the permafrost regions, the curing process of bored pile concrete is conducted under negative temperature. This curing condition significantly impedes the development and formation of the concrete performances. 1,2propanediol (1,2-PPD) is widely recognized as an excellent refrigerant and deicing agent in industrial applications, but its utilization in concrete remains infrequent. To enhance the performances of bored pile concrete in permafrost regions, this study explored the influence mechanism of 1,2-PPD on the mortar performances subjected to the negative temperature curing condition. The results indicate that the addition of 1,2-PPD improves the compressive strength of the mortar samples at 7, 14, 21 and 28 days of curing, and the optimal content of 1,2PPD is 0.5 %. Through the analysis of the results obtained from the thermogravimetric test and the hydration heat test using the dissolution heat method, it is determined that 0.5 % 1,2-PPD maximizes the hydration degree of cement, leading to increased production of hydration products and the denser pore structure in the mortar samples. After 28 days of curing, the mortar sample demonstrates the highest compressive strength, exhibiting the remarkable increase of 60.6 %. Additionally, the mortar sample presents the smallest rapid chloride ion migration coefficient and the optimal pore characteristics.
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页数:8
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