摘要
通过粉煤灰对外掺氧化镁混凝土压蒸膨胀变形和孔隙结构影响的试验研究,得到结果表明,粉煤灰的掺入使混凝土的压蒸膨胀率降低,但粉煤灰掺量超过30%后,降低的幅度减小。粉煤灰的掺入使混凝土平均孔径细化,无害孔隙和少害孔隙的比例增大,混凝土的孔隙构造得到改善。MgO掺量越大,粉煤灰对混凝土的压蒸膨胀率的抑制作用越明显;同时,随着MgO掺量的增大,粉煤灰对混凝土的平均孔径的改善也越明显。
The influence of fly ash content on the autoclave-treated expansibility and pore parameters ofconcrete mixed with MgO are tested. The results show that the autoclave-treated expansibility of concrete with fly ash is reduced, but the range of reducing is reduced when the fly ash content passes 30 percent. The average in size of aperture is refined, and the proportion of innocuous and less harmful pore is increased, meanwhile, the pore structure is improved of concrete with fly ash. The more obvious inhibitory effect to the autoclave-treated expansibility and the more obvious improvement to the average in size of aperture with MgO content increasing.
出处
《建筑技术》
2014年第1期80-83,共4页
Architecture Technology
基金
国家自然科学基金项目(50969002
51269003)
贵州省科技厅-贵州师范大学联合基金项目(黔科合J字[2009]2)
关键词
粉煤灰
水工混凝土
压蒸膨胀率
孔隙结构参数
fly ash
hydraulic mass concrete
autoclave-treated expansibility
parameters of pore structure
