The roles of cenosphere in ultra-lightweight foamed geopolymer concrete (UFGC)

被引:55
|
作者
Shi, Jinyan [1 ,2 ]
Liu, Yuanchun [1 ]
Xu, Huijie [3 ]
Peng, Yiming [2 ]
Yuan, Qiang [2 ]
Gao, Julong [1 ]
机构
[1] Northeast Agr Univ, Sch Water Conservancy & Civil Engn, Harbin 150030, Peoples R China
[2] Cent South Univ, Sch Civil Engn, Changsha 410075, Peoples R China
[3] Tongji Univ, Sch Mat Sci & Engn, Shanghai 201804, Peoples R China
关键词
Foamed concrete; Geopolymer; Cenosphere; Stability; Pore structure; FLY-ASH MICROSPHERE; INSULATION MATERIALS; ENERGY-STORAGE; MICROSTRUCTURE; SLAG; BEHAVIORS; STABILITY;
D O I
10.1016/j.ceramint.2022.01.161
中图分类号
TQ174 [陶瓷工业]; TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
For lightweight chemical foaming mixtures, it is a technical challenge to control the stability while reducing its density. In this study, cenospheres (CP, a lightweight component) was used to replace part of fly ash (FA) to prepare ultra-lightweight foamed geopolymer concrete (UFGC), and the relationship between the fresh properties of the paste and the stability of UFGC mixture were discussed. Results show that incorporating CP to the slag-FA system can effectively reduce the reaction rate and heat release of the geopolymer paste, thereby effectively slowing down the decomposition rate of H2O2. Different from prefabricated foams, the initial size of the foams decomposed by H2O2 is also affected by the fresh properties of the paste. Meanwhile, the float of bubble and the drainage of the paste are controlled by the yield stress of the paste in the stable stage. As the CP substitution ratio increases, the initial yield stress of the paste decreases, which is beneficial to generate smaller initial bubbles. However, for bubbles of the same size, the low yield stress of the paste is detrimental to its longterm stability. Finally, the UFGC mixture with 50% CP has better stability and the best hardened pore structure. In addition, the calculated critical yield stress that prevents the foamed mixture from collapsing is compared with the initial yield stress of the geopolymer paste.
引用
收藏
页码:12884 / 12896
页数:13
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