High performance CaCO3-based composites using sodium tripolyphosphate as phase controlling additive: Bamboo fiber driven high strength development

被引:1
作者
Cheng, Lulu [1 ]
Chen, Yuxuan [1 ]
Song, Zhaoping [1 ]
Zhang, Longfei [1 ]
Yu, Qingliang [1 ,2 ]
机构
[1] Wuhan Univ, Sch Civil Engn, Wuhan 430072, Peoples R China
[2] Eindhoven Univ Technol, Dept Built Environm, POB 513, NL-5600 MB Eindhoven, Netherlands
基金
中国国家自然科学基金;
关键词
Carbonation reaction; Bamboo fiber; Sodium tripolyphosphate; Synergistic reinforcement; CaCO3-based cement; AMORPHOUS CALCIUM-CARBONATE; REACTION-KINETICS; MGO; CRYSTALLIZATION; SEQUESTRATION; SILICATES; CONCRETE; STABILITY; HYDRATION; BEHAVIOR;
D O I
10.1016/j.conbuildmat.2024.137961
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Due to the limited carbonation degree caused by the surface densification of carbonated products, the development of high-strength carbonated composites remains challenging. In this work, bamboo fiber (BFs) is utilized as a reaction reinforcing agent along with sodium tripolyphosphate (STPP) as a CaCO3 3 phase controlling additive to prepare high-strength bamboo fiber reinforced carbonated wollastonite composites (BFRCWs). The phase composition and microstructure are systematically investigated by multiscale physicochemical analysis, followed by the determination of macro properties and volume deformation. Results indicate that BF and STPP have a synergistic effect on the microstructural formation and macro performance of BFRCWs. STPP-treated BF (ST-BF) can serve as an internal curing agent and the porous structure of BF provides more channels for ion and CO2 2 transport, whereas CaCO3 3 phase composition and cementitious behavior is modified by STPP. The addition of ST- BF, particularly for long fibers, accelerates the carbonation reaction, resulting in an increased ratio of poorly crystalline CaCO3 3 and a refined pore structure. With increasing ST-BF dosage (0-3 vol%), the cementitious reaction is enhanced, but excessive fibers (3 vol%) incorporation introduces additional porosity, consequently reducing compressive strength. The desired pore structure with the optimal 2 vol% ST-BF (3-6 mm) shows the highest strength of 103.5 MPa at 28 days.
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页数:17
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