HAO Yunhong, SUN Hao, QIN Lida, WU Zhuoxuan, CI Tianyi, GUO Xiaomei
Abstract (
)
Download PDF (
)
Knowledge map
Save
With cement, fly ash, quartz powder and quartz sand as raw materials and H2O2 solution as foaming agent, the foamed concrete with density grade A12 was prepared by adopting the method of chemical foaming. First, the favourable arrange of water to binder ratio, fly ash replacement as well as micro-aggregate amount of admixture was found by single factor experiment. At the same time, we designed the orthogonal test optimization of the materials proportion, and made use of Range Method to analyze the effects on material compressive strength, rupture strength and heat conductivity coefficient caused by various factors to establish the relation model between its basic mechanical properties and main influence factors. Finally, we adopted scanning electron microscope (SEM) to observe the micro-structure of fly ash with different micro-aggregate amount of admixture, analyzing the reason for increasing material strength. The experiment results showed that the appropriate range for the micro-aggregate to increase fly ash foamed concrete ratio were water to binder ratio of 0.4-0.5, fly ash replacement of 30%-50% and micro-aggregate replacement of 60%-80%, respectively. The primary and secondary relationship of influencing factors for the micro-aggregate to increase fly ash foamed concrete 3 d compressive strength was water to binder ratio > fly ash replacement > micro-aggregate replacement > MP-I replacement > water reducing agent replacement. The primary and secondary relationship of 7 d and 28 d compressive strength was water to binder ratio > micro-aggregate replacement > fly ash replacement > MP-I replacement > water reducing agent replacement. The primary and secondary relationship of 28d breaking strength was water to binder ratio > fly ash replacement > MP-I replacement > micro-aggregate replacement > water reducing agent replacement. The primary and secondary relationship of heat conductivity coefficient was water to binder ratio > fly ash replacement > micro-aggregate replacement > water reducing agent replacement > MP-I replacement. The optimum mixture ratio were water to binder ratio 0.5, fly ash replacement 40%, micro-aggregate replacement 70%, MP-I replacement 0.1%, water reducing agent replacement 0.8%, 28d compressive strength 19.05 MPa, 28 d breaking strength 2.66 MPa and heat conductivity coefficient 0.3615 W/(m·K), respectively.