Photocurable resin as rapid in-situ protective coating for slag concrete against dry shrinkage

被引:4
作者
Zhou, Fengyang [1 ]
Huang, Jian [2 ]
Jian, Shouwei [1 ]
Tan, Hongbo [2 ]
Lv, Yang [2 ]
Hu, Hailong [1 ]
Wang, Wufeng [3 ]
Yang, Rong [3 ]
Manuka, Mesfin [2 ]
Yin, Yunchao [1 ]
Min, Junjie [1 ]
机构
[1] Wuhan Univ Technol, Sch Mat Sci & Engn, Wuhan 430070, Peoples R China
[2] Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R China
[3] Wuhan Univ Technol, Adv Engn Technol Res Inst Zhongshan City, Zhongshan 528400, Guangdong, Peoples R China
基金
中国国家自然科学基金;
关键词
Photocurable resin; Rapid in-situ coating; Protective coating; Slag concrete; Dry shrinkage; STYRENE-ACRYLATE COPOLYMER; BLAST-FURNACE SLAG; CEMENT; RESISTANCE; SEWER;
D O I
10.1016/j.conbuildmat.2023.132171
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Slag concrete has the advantages of low hydration heat evolution and a low carbon footprint, but the impact of drying shrinkage will increase the risk of cracking concrete components. To achieve low-cracking performance, dry shrinkage was prevented against water evaporation by an in-situ coating of the concrete with a photocurable resin. In this study, polyurethane-acrylic resin was applied as an in-situ coating on the surface of slag concrete by UV polymerization for the first time. The purpose of the experiment is to explore the feasibility of using photocurable resin as a surface protective coating for general construction. The experimental results show that the drying shrinkage percentage of slag concrete samples after 28 days is reduced by 40%, the compressive strength of the test block increases by 1.67 times, and the tensile strength increases by 1.8 times. The photocurable resin in-situ protective coating can adhere tightly to the surface of the substrate, inhibiting water evaporation in the sample, and providing a moist internal curing environment that effectively alleviates shrinkage. Crack propagation on the concrete surface was also greatly prevented, resulting in a more deviated crack propagation behavior; therefore, the ductility of slag concrete is improved.
引用
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页数:14
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