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BULLETIN OF THE CHINESE CERAMIC SOCIETY ›› 2022, Vol. 41 ›› Issue (7): 2321-2326.

• Solid Waste and Eco-Materials • Previous Articles     Next Articles

Effects of Air-Entraining Agent and Desert Sandon Properties of Concrete

LYU Shenghui1, Sawulet·BEKEY1,2, Almas·YERBOLAT1, QIN Sen1   

  1. 1. College of Civil Engineering and Architecture, Xinjiang University, Urumqi 830017, China;
    2. Xinjiang Key Lab of Building Structure and Earthquake Resistance, Urumqi 830017, China
  • Received:2022-02-23 Revised:2022-04-09 Online:2022-07-15 Published:2022-08-01

Abstract: In order to investigate the effects of desert sand replacement rate and air-entraining agent dosage on C30 concrete, desert sand (six replacement rates) and air-entraining agent (five dosages) were mixed into concrete in quantitative combinations to determine their effects on the air content of fresh concrete, slump, gas content after 1 h and 28 d compressive strength. The test results show that desert sand has a certain inhibitory effect on the gas content of fresh air-entrained concrete, and the inhibition effect increases with the increase of desert sand replacement rate, but it has no obvious effected on the gas content of air-entrained concrete after 1 h. With the increase of air-entraining agent dosage and desert sand replacement rate, the slump and 28 d compressive strength of concrete both increase first and then decrease. The compressive strength reaches the maximum when the replacement rate of desert sand is 40% (mass fraction) and the dosage of air-entraining agent is 0.002% (mass fraction). Reasonable combination of air-entraining agent and desert sand into concrete can significantly improve the working performance and compressive strength of concrete.

Key words: concrete, desert sand, air-entraining agent, gas content, 1 h gas content, slump, compressive strength

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