Effect of Nano-SiO2 on Slump and Compressive Properties of Recycled Concrete with Rubber Powder
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摘要: 使用质量取代法研究纳米SiO2(取代水泥)和橡胶粉(取代天然河沙)单掺和复掺对再生混凝土经7,28 d养护的抗压强度和坍落度的影响。通过试验结果发现:单掺橡胶时,随着橡胶粉掺量增加,再生混凝土的坍落度随之增大,当橡胶粉取代率达到5%时,再生混凝土的坍落度最大;单掺纳米SiO2时,随着纳米SiO2取代率的增加,再生混凝土的坍落度逐渐降低,取代率为3%时,再生混凝土的坍落度最小;单掺橡胶粉时,随着橡胶粉取代率的不断增加,经7 d养护的再生混凝土的抗压强度都随之降低,取代率低于5%时,经28 d养护的再生混凝土抗压强度得到提高;单掺纳米SiO2时,随着取代率的不断增加,经7 d养护的再生混凝土的抗压强度随之增加;两者双掺时,既能弥补橡胶粉掺入强度的降低,又能抑制纳米SiO2掺入后坍落度变差的缺点,达到互相弥补的作用。并通过扫描电镜对混凝土的形貌、过渡区和水化产物等微观结构进行了分析。Abstract: The influence of Nano-SiO2 (instead of cement) and rubber powder (instead of natural river sand) on compressive strength and slump of recycled concrete cured for 7 and 28 days was studied by the mass substitution method. Through the test results, it was found that the slump of recycled concrete increased with the increase of rubber powder proportion, and the slump of recycled concrete reached the maximum when the rubber powder proportion reached 5%. When adding nano-SiO2, the slump of recycled concrete decreased with the increase of the Nano-SiO2 content. When the proportion was 3%, the slump of recycled concrete was the smallest. When adding rubber powder, the 7th day compressive strength of recycled concrete decreased with the increase of rubber proportion, and the 28th day compressive strength increased when the rubber powder proportion was less than 5%. When nano-SiO2 was added alone, the 7th day compressive strength of recycled concrete increased with the increase of Nano-SiO2 proportion; when both of rubber powder and nano-SiO2 were added together, it could not only make up for the decrease of rubber strength, but also restrain the slump deterioration after mixing with nano-SiO2, offset the loss of strength by adding rubber powder, then, achieve a complementary effect. The microstructure, transition zone and hydration products of concrete were analyzed by scanning electron microscope.
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Key words:
- recycled concrete /
- rubber powder /
- nano-SiO2 /
- slump /
- compressive strength
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