广西大学学报(自然科学版)
廣西大學學報(自然科學版)
엄서대학학보(자연과학판)
JOURNAL OF GUANGXI UNIVERSITY (NATURAL SCIENCE EDITION)
2015年
1期
112-120
,共9页
高强混凝土%毛乌素沙漠砂%正交试验%高温%自然冷却
高彊混凝土%毛烏素沙漠砂%正交試驗%高溫%自然冷卻
고강혼응토%모오소사막사%정교시험%고온%자연냉각
high strength concrete%Mu Us desert sand%orthogonal experiment%high temperature%natural cooling
为了研究高强沙漠砂混凝土高温后的力学性能,采用室温、200℃,400℃,600℃,800℃和900℃六个温度等级,利用自然冷却方式,通过正交试验,研究水胶比,粉煤灰掺量和沙漠砂替代率对高强沙漠砂混凝土高温后抗压强度的影响,对高强沙漠砂混凝土试件高温后的外观颜色变化进行了观察,分析了高温后高强沙漠砂混凝土试件的质量变化。试验研究表明:与室温下高强沙漠砂混凝土抗压强度相比,200℃高温后高强沙漠砂混凝土强度有所降低,在400℃至600℃高温后抗压强度有所升高,之后随着温度的升高抗压强度逐渐降低;随着温度升高,高强沙漠砂混凝土外观颜色由深变浅,质量损失率呈现逐渐增加趋势。通过方差分析和极差分析,给出了高强沙漠砂混凝土最佳配合比,为高强沙漠砂混凝土的工程应用提供借鉴和指导。
為瞭研究高彊沙漠砂混凝土高溫後的力學性能,採用室溫、200℃,400℃,600℃,800℃和900℃六箇溫度等級,利用自然冷卻方式,通過正交試驗,研究水膠比,粉煤灰摻量和沙漠砂替代率對高彊沙漠砂混凝土高溫後抗壓彊度的影響,對高彊沙漠砂混凝土試件高溫後的外觀顏色變化進行瞭觀察,分析瞭高溫後高彊沙漠砂混凝土試件的質量變化。試驗研究錶明:與室溫下高彊沙漠砂混凝土抗壓彊度相比,200℃高溫後高彊沙漠砂混凝土彊度有所降低,在400℃至600℃高溫後抗壓彊度有所升高,之後隨著溫度的升高抗壓彊度逐漸降低;隨著溫度升高,高彊沙漠砂混凝土外觀顏色由深變淺,質量損失率呈現逐漸增加趨勢。通過方差分析和極差分析,給齣瞭高彊沙漠砂混凝土最佳配閤比,為高彊沙漠砂混凝土的工程應用提供藉鑒和指導。
위료연구고강사막사혼응토고온후적역학성능,채용실온、200℃,400℃,600℃,800℃화900℃륙개온도등급,이용자연냉각방식,통과정교시험,연구수효비,분매회참량화사막사체대솔대고강사막사혼응토고온후항압강도적영향,대고강사막사혼응토시건고온후적외관안색변화진행료관찰,분석료고온후고강사막사혼응토시건적질량변화。시험연구표명:여실온하고강사막사혼응토항압강도상비,200℃고온후고강사막사혼응토강도유소강저,재400℃지600℃고온후항압강도유소승고,지후수착온도적승고항압강도축점강저;수착온도승고,고강사막사혼응토외관안색유심변천,질량손실솔정현축점증가추세。통과방차분석화겁차분석,급출료고강사막사혼응토최가배합비,위고강사막사혼응토적공정응용제공차감화지도。
In order to research the mechanical properties of high strength desert sand concrete, an orthogonal experiment was designed to study the influence of water cement ratio, fly ash dosage and desert sand replacement rate on the compressive strength of high strength desert sand concrete after high temperature in natural cooling. Different temperatures such as room temperature, 200 ℃, 400℃, 600 ℃, 800 ℃ and 900 ℃ were adopted in the experiment. The appearance of high strength desert sand concrete specimens after high temperature was observed. The quality changes of high strength desert sand concrete specimens after high temperature were also analyzed. Experimental re-sults show that compared with the compressive strength of high strength desert sand concrete under room temperature, the compressive strength of high strength desert sand concrete after 200 ℃ de-creases somewhat. When the temperature ranges from 400 ℃ to 600 ℃, the compressive strength of high strength desert sand concrete after high temperature increases to some extent. When the temper-ature is above 600 ℃, the compressive strength of high strength desert sand concrete after high tem-perature decreases gradually with the temperature. With the increase of temperature, the color of high strength desert sand concrete specimen changes from dark to light. The mass loss rate increases <br> gradually. The optimum mixture ratio of high strength desert sand concrete is obtained by means of range analysis and variance analysis, which provides guidance for the engineering application of des-ert sand.