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Volume 52 Issue 2
Feb.  2022
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Article Contents
TU Yanping, CHENG Ziyang, CHEN Xuyong, ZHAN Xu. Effect of Nano-SiO2 on Slump and Compressive Properties of Recycled Concrete with Rubber Powder[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 126-132. doi: 10.13204/j.gyjzG21032609
Citation: TU Yanping, CHENG Ziyang, CHEN Xuyong, ZHAN Xu. Effect of Nano-SiO2 on Slump and Compressive Properties of Recycled Concrete with Rubber Powder[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 126-132. doi: 10.13204/j.gyjzG21032609

Effect of Nano-SiO2 on Slump and Compressive Properties of Recycled Concrete with Rubber Powder

doi: 10.13204/j.gyjzG21032609
  • Received Date: 2021-03-26
    Available Online: 2022-06-30
  • Publish Date: 2022-02-20
  • 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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