Performance of magnesia cements in porous blocks in acid and magnesium environments

被引:53
作者
Liska, Martin [1 ]
Al-Tabbaa, Abir [1 ]
机构
[1] Univ Cambridge, Dept Engn, Cambridge CB2 1PZ, England
基金
英国工程与自然科学研究理事会;
关键词
PRESSED MASONRY UNITS; SULFATE RESISTANCE; CONCRETE; ATTACK; NESQUEHONITE; TEMPERATURE; CARBONATION; BLENDS;
D O I
10.1680/adcr.11.00011
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The performance of porous blocks containing three different reactive magnesia-based cements - namely magnesia alone, magnesium oxide: Portland cement (PC) in 1: 1 ratio, cured in ambient conditions, and magnesia alone, cured at elevated carbon dioxide conditions, in hydrochloric acid and magnesium sulfate solution - was investigated. Different aggressive chemical solution conditions were used, to which the samples were exposed for up to 12 months and then tested for strength and microstructure. The performance was also compared with that of standard PC-based blocks. The results showed the significant resistance to chemical attack offered by magnesia, both alone and with PC blend in the porous blocks when cured under ambient carbon dioxide conditions, and confirmed the much poorer performance of blocks made from PC alone. The blocks of solely magnesia cured in elevated carbon dioxide conditions, at 20% concentration, showed slightly lower resistance to acid attack than PC; however, the resistance to sulfate attack was much higher.
引用
收藏
页码:221 / 232
页数:12
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