信阳师范学院学报(自然科学版)
信暘師範學院學報(自然科學版)
신양사범학원학보(자연과학판)
JOURNAL OF XINYANG NORMAL UNIVERSITY(NATURAL SCIENCE EDITION)
2015年
2期
308-312
,共5页
自保温再生混凝土%配合比%优化设计
自保溫再生混凝土%配閤比%優化設計
자보온재생혼응토%배합비%우화설계
thermal insulation&recycled concrete%mix proportion%optimization design
研究了不同再生细骨料取代率和玻化微珠体积掺量对再生保温混凝土性能的影响。对28 d龄期各组试块的立方体抗压强度、导热系数和密度进行了测试,对试验结果进行了分析,综合28 d立方体抗压强度和导热系数两个指标对自保温再生混凝土的配合比进行了优化。结果表明:随玻化微珠体积掺量增加,28 d立方体抗压强度、导热系数和密度均降低;再生细骨料取代率和玻化微珠体积掺量同28 d立方体抗压强度、导热系数和密度的关系可由多项式拟合;再生细骨料取代率为50%、玻化微珠体积掺量为110%时的配合比为优化配合比。
研究瞭不同再生細骨料取代率和玻化微珠體積摻量對再生保溫混凝土性能的影響。對28 d齡期各組試塊的立方體抗壓彊度、導熱繫數和密度進行瞭測試,對試驗結果進行瞭分析,綜閤28 d立方體抗壓彊度和導熱繫數兩箇指標對自保溫再生混凝土的配閤比進行瞭優化。結果錶明:隨玻化微珠體積摻量增加,28 d立方體抗壓彊度、導熱繫數和密度均降低;再生細骨料取代率和玻化微珠體積摻量同28 d立方體抗壓彊度、導熱繫數和密度的關繫可由多項式擬閤;再生細骨料取代率為50%、玻化微珠體積摻量為110%時的配閤比為優化配閤比。
연구료불동재생세골료취대솔화파화미주체적참량대재생보온혼응토성능적영향。대28 d령기각조시괴적립방체항압강도、도열계수화밀도진행료측시,대시험결과진행료분석,종합28 d립방체항압강도화도열계수량개지표대자보온재생혼응토적배합비진행료우화。결과표명:수파화미주체적참량증가,28 d립방체항압강도、도열계수화밀도균강저;재생세골료취대솔화파화미주체적참량동28 d립방체항압강도、도열계수화밀도적관계가유다항식의합;재생세골료취대솔위50%、파화미주체적참량위110%시적배합비위우화배합비。
With the total recycled coarse aggregate replacement, the influence of recycled fine aggregate replace-ment ratio and glazed hollow bead volume replacement on thermal insulation&recycled concrete were studied by exper-imental tests.The cubic compressive strength, thermal conductivity and density of 28 d aged concrete specimen were tested, the experimental results were analyzed, and the mix proportion design of thermal insulation&recycled concrete was optimized with 28 d cubic compressive strength and thermal conductivity consideration.The results showed that:the cubic compressive strength, thermal conductivity and density decreased with the increase of glazed hollow bead vol-ume replacement, their relationship was polynomial fitting; the mix proportion with recycled fine aggregate 50% re-placement and the glazed hollow bead 110%volume replacement was the optimized design.