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Mechanical Performances of Fly Ash Geopolymer Bricks

机译:粉煤灰土聚合物砖的力学性能

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Geopolymer is a new class of three-dimensionally networked amorphous to semi-crystalline alumino-silicate materials, and first developed by Professor Davidovits in 1978. Geopolymers can be synthesized by mixing alumino-silicate reactive materials in strong alkaline solutions (mixture of sodium silicate and NaOH or KOH). The properties of geopolymeric material depend on type of source material, type of activator, heat treatment temperature, and heat treatment duration. In this experimental investigation, fly ash geopolymeric bricks were produced by using class C fly ash, sodium silicate, sodium hydroxide solution and natural sand. The bricks were treated at 60℃ for 24 hours. The compressive strength of class C fly ash geopolymer bricks was determined at the ages of 1 day. Test results have revealed that the compressive strength values of fly ash geopolymer bricks ranged between 5 and 15 MPa. It has been found that the effect of fly ash/sand ratio and fly ash/alkaline activator ratio to the strength of fly ash geopolymer bricks was not significant. The fly ash geopolymer bricks also have lower water absortion.
机译:地质聚合物是一类新型的三维网络化非晶态至半结晶性铝硅酸盐材料,由Davidovits教授于1978年首次开发。地质聚合物可通过将铝硅酸盐反应性材料与强碱性溶液(硅酸钠和硅酸钠的混合物)混合来合成。 NaOH或KOH)。地聚合材料的性质取决于原料的类型,活化剂的类型,热处理温度和热处理持续时间。在该实验研究中,使用C级粉煤灰,硅酸钠,氢氧化钠溶液和天然砂生产了粉煤灰地聚合物砖。将砖在60℃下处理24小时。在1天的使用期限内确定了C级粉煤灰土聚合物砖的抗压强度。测试结果表明,粉煤灰地质聚合物砖的抗压强度值介于5到15 MPa之间。已经发现粉煤灰/砂比和粉煤灰/碱性活化剂比对粉煤灰地质聚合物砖的强度的影响并不显着。粉煤灰地质聚合物砖的水吸收率也较低。

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