Synthesis of Geopolymer from Biomass-Coal Ash Blends

被引:10
作者
Samadhi, Tjokorde Walmiki [1 ]
Wulandari, Winny [1 ]
Prasetyo, Muhammad Iqbal [1 ]
Fernando, Muhammad Rizki [1 ]
Purbasari, Aprilina [2 ]
机构
[1] Inst Teknol Bandung, Fac Ind Technol, Chem Engn Program, Bandung, Indonesia
[2] Univ Diponegoro, Fac Engn, Chem Engn Dept, Semarang, Indonesia
来源
GREEN CONSTRUCTION AND ENGINEERING EDUCATION FOR SUSTAINABLE FUTURE | 2017年 / 1887卷
关键词
MOLAR RATIO; FLY-ASH; STRENGTH;
D O I
10.1063/1.5003514
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Geopolymer is an environmentally attractive Portland cement substitute, owing to its lower carbon footprint and its ability to consume various aluminosilicate waste materials as its precursors. This work describes the development of geopolymer formulation based on biomass-coal ash blends, which is predicted to be the prevalent type of waste when biomass-based thermal energy production becomes mainstream in Indonesia. The ash blends contain an ASTM Class F coal fly ash (FA), rice husk ash (RHA), and coconut shell ash (CSA). A mixture of Na2SiO3 and concentrated KOH is used as the activator solution. A preliminary experiment identified the appropriate activator/ash mass ratio to be 2.0, while the activator Na2SiO3/KOH ratio varies from 0.8 to 2.0 with increasing ash blend Si/Al ratio. Both non-blended FA and CSA are able to produce geopolymer mortars with 7-day compressive strength exceeding the Indonesian national SNI 152049- 2004 standard minimum value of 2.0 MPa stipulated for Portland cement mortars. Ash blends have to be formulated with a maximum RHA content of approximately 50 %-mass to yield satisfactory 7-day strength. No optimum ash blend composition is identified within the simplex ternary ash blend compositional region. The strength decreases with Si/Al ratio of the ash blends due to increasing amount of unreacted silicate raw materials at the end of the geopolymer hardening period. Overall, it is confirmed that CSA and blended RHA are feasible raw materials for geopolymer production..
引用
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页数:7
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