首页|单组分碱矿渣砂浆力学性能试验研究

单组分碱矿渣砂浆力学性能试验研究

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以矿渣作为原材料,采用石膏、硫酸钠、碳酸钠和偏硅酸钠作为激发剂制备碱矿渣胶凝材料,探讨了激发剂种类和掺量对其力学性能的影响.结果表明:在水胶比为0.5的条件下,随着石膏、硫酸钠掺量的增加,矿渣基胶凝材料的强度先增大后减小,在掺量分别在5%、7%时,28 d抗压强度达到最大值,分别为20.18 MPa、23.18 MPa.随着碳酸钠、偏硅酸钠掺量的增加,矿渣基胶凝材料强度逐渐增大,当碳酸钠、偏硅酸钠的掺量在9%时,28 d抗压强度达到最大值,分别为28.21 MPa、29.15 MPa.4种激发剂激发矿渣基胶凝材料的28 d强度从小到大的顺序为石膏<硫酸钠<碳酸钠<偏硅酸钠.
Experimental study on mechanical properties of one-component alkali slag mortar
Alkali slag cementation materials were prepared by using gypsum,sodium sulfate,sodium carbonate and sodium meta silicate as initiators using slag as raw materials,and the effects of the type and dosage of initiators on their mechanical properties were discussed.The results showed that under the condition of 0.5 water-to-adhesive ratio,with the increase of gypsum and sodium sulfate,the strength of slag-based cementation materials first increased and then decreased,and the 28 d compressive strength reached the maximum value,20.18 MPa and 23.18 MPa,respectively,when the dosage was 5%and 7%,respectively.With the increase of sodium carbonate and sodium meta silicate,the strength of slag-based cementation materials gradually increased,and when the content of sodium carbonate and sodium meta silicate was 9%,the compressive strength of 28 d reached the maximum,which was 28.21 MPa and 29.15 MPa,respectively.The order of 28 d strength of the four initiators to excite slag-based cementation materials is gypsum<sodium sulfate<sodium carbonate<sodium meta silicate.

slagchemical activatormechanical property

孔哲、戴民、赵明宇

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沈阳建筑大学 材料科学与工程学院,辽宁沈阳 110168

矿渣 化学激发剂 力学性能

2024

混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
年,卷(期):2024.(11)