Improvement of Performances of the Gypsum-Cement Fiber Reinforced Composite (GCFRC)

被引:51
作者
Chernysheva, Natalia [1 ]
Lesovik, Valery [1 ]
Fediuk, Roman [2 ]
Vatin, Nikolai [3 ]
机构
[1] Belgorod State Technol Univ, Dept Bldg Mat Prod & Struct, 46 Kostiukova Str, Belgorod 308012, Russia
[2] Far Eastern Fed Univ, Sch Engn, 8 Sukhanova Str, Vladivostok 690950, Russia
[3] Peter Great St Petersburg Polytech Univ, Higher Sch Ind Civil & Rd Construct, St Petersburg 195251, Russia
关键词
gypsum; cement; fly ash; slag; fiber; DRYING SHRINKAGE; CONCRETE; ADDITIVES; STRENGTH;
D O I
10.3390/ma13173847
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
The novelty of this paper lies in the identification of the scientific patterns of the influence of thermal power plant waste (TPPW) on the hydration mechanism and the structure of the gypsum-cement binder (GCB). The classification of raw materials for the production of GCB has been developed taking into account the genesis, which contributes to the prediction of the properties of composites. The features of the hydration phase formation and hardening of GCB have been studied taking into account the chemical, structural and morphological features of fly ash and slag. In addition, the microstructural, morphological, and thermal properties of the cured binders at a 28 day cure were determined. For the first time, scientific data on the properties of gypsum-cement fiber-reinforced composite using TPPW and microfiber have been obtained. The results show that the synergistic effect of gypsum-cement binder, TPPW, and polyamide or basalt microfiber improves the physicomechanical properties of a 28 day cured binder: compressive strength of 20 MPa, flexural strength of 8.9 MPa, and softening coefficient 0.87.
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页数:13
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