摘要
用岩相法、砂浆长度法、砂浆棒快速法和混凝土棱柱体法检验了某工程砂岩骨料的碱活性,并采用砂浆棒快速法研究不同品种天然火山灰质材料对该砂岩ASR膨胀的抑制效果。试验结果表明该砂岩骨料具有潜在的ASR活性,不同品种天然火山灰质材料对骨料ASR抑制效果差异较大,抑制效果最差的为玄武岩微粉,掺量在40%以上才能把这种砂岩的ASR膨胀量控制在非碱活性范围之内;抑制效果最好的是浮石微粉,掺量20%就有明显的抑制效果,与I级粉煤灰的抑制效果相当。
The alkali reactivity of sandstone aggregate of a hydropower station engineering is determined by means of petrographic analysis,accelerate mortars-bar test and mortar length method as well as concrete prism expansion method.The effect of natural pozzalans on inhibition of the expansion is evaluated by the method of mortars-bar test.The experimental results show that the sandstone aggregate has potential alkali-silica reaction(ASR)activity.The basalt powder has the worst restrain effect and the mortar expansion due to ASR could be reduced to a non-reactive range by substituting cement more than 40% powder.The pumice powder has the best effect,and there is the obvious restrain effect with adding 20% pumice powder which is equivalent to the inhibition effect of first grade fly ash.
出处
《混凝土》
CAS
CSCD
北大核心
2011年第11期77-79,共3页
Concrete
基金
水利部公益性行业科研专项经费项目(20091066)
科研业务费项目(CKSF2010013)
关键词
天然火山灰
粉煤灰
骨料
碱活性
抑制
natural pozzolans
fly ash
aggregate
alkali reactivity
inhibition