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溶胶型纳米SiO2和减水剂对粉煤灰-矿渣地聚物性能的影响OA

Effect of Sol-type Nano-SiO2 and Plasticizer on the Properties of Fly Ash-Slag Geopolymer

中文摘要英文摘要

地聚物是一种有望替代普通硅酸盐水泥以降低土木工程行业碳排放的新型绿色环保胶凝材料.然而,粉煤灰-矿渣地聚物存在流动性差、干燥收缩大等问题,限制了其在工程领域的进一步推广应用.因此,通过试验研究了复掺减水剂和溶胶型纳米SiO2对粉煤灰-矿渣地聚物工作性能、干燥收缩和抗压强度的影响,并分析了相关机理.试验结果表明,对于粉煤灰-矿渣质量比为7∶3的体系,与未掺加溶胶型纳米SiO2和减水剂的粉煤灰-矿渣地聚物相比,当溶胶型纳米SiO2和减水剂掺量分别为0.2%和1.0%时,粉煤灰-矿渣地聚物流动度从176 mm增大至198mm,27d干燥收缩降低了 31.2%,3、7、28 d抗压强度分别提高了52.2%、24.5%、32.3%;溶胶型纳米SiO2和减水剂复掺增加了参与反应的活性硅源,形成了更多的N-A-S-H和C-(A)-S-H凝胶产物,使得硬化后材料的结构更加致密.该研究可为粉煤灰-矿渣地聚物的进一步研究和应用提供参考.

Geopolymer is a new type of green cementitious material which is expected to replace ordinary Portland cement to reduce carbon emissions in civil engineering industry.However,the poor fluidity and large drying shrink-age of fly ash-slag geopolymer restrict its further application in the engineering field.Therefore,the effects of com-pound plasticizer and sol-type nano-SiO2 on the working performance,drying shrinkage and compressive strength of fly ash-slag geopolymer were studied through experiments,and the related mechanisms were analyzed.The experi-mental results show that as for the system with the mass ratio of fly ash-slag of 7∶3,compared with the fly ash-slag geopolymer without sol-type nano-SiO2 and plasticizer,the fluidity increases from 176 mm to 198 mm,the drying shrinkage at 27 d decreases by 31.2%,and the compressive strength at 3,7,28 d increases by 52.2%,24.5%and 32.3%,respectively when the content of sol-type nano-SiO2 and plasticizer is 0.2%and 1.0%,respectively;The addition of sol-type nano-SiO2 and plasticizer increased the active silicon source involved in the reaction and formed more N-A-S-H and C-(A)-S-H gel products,which made the structure of the hardened material more compact.This study can provide reference for the further research and application of fly ash-slag geopolymer.

李新宇;彭金财;段立伟;王武;李伟宇;许福

湖南省西湖建筑集团有限公司,湖南长沙 410000湘潭大学土木工程学院,湖南湘潭 411105岳阳路桥集团有限公司,湖南岳阳 414000

土木建筑

地聚物纳米SiO2减水剂干燥收缩抗压强度

geopolymernano-SiO2plasticizerdrying shrinkagecompressive strength

《市政技术》 2024 (002)

预应力混杂B/CFRP-混凝土复合结构概率疲劳与自传感特性研究

21-26,114 / 7

国家自然科学基金项目(52078122);湖南省住建厅建设科技计划项目(KY202314、KY202316)

10.19922/j.1009-7767.2024.02.021

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