首页|偏高岭土-高炉矿渣地聚合物路面修补砂浆的耐久性试验研究

偏高岭土-高炉矿渣地聚合物路面修补砂浆的耐久性试验研究

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偏高岭土(MK)和高炉矿渣(GGBS)是制备地聚合物常用的固体原材料,由两者复合制备的地聚合物具有常温固化,黏结强度高以及快硬早强的优点,能够作为修复材料,然而两者比例改变带来的修补材料的耐久性变化尚未得到充分理解.针对该研究的不足,通过设置不同的GGBS/(MK+GGBS)值(质量比:0,20%,40%,60%,80%,100%),测试地聚合物修补砂浆的吸水量、接触角试验、目视观察地聚合物的泛碱程度以及测试地聚合物泛碱前后的力学性能变化对地聚合物的抗泛碱能力的影响,将地聚合物浸入0.5M(mol/L)的HCl溶液中1,3和5 d,通过目视观察以及测试地聚合物的质量和强度损失,对地聚合物的抗酸性能做出评估.热重(TG)、傅里叶红外光谱(FTIR)和X射线衍射(XRD)被用于对高Ca体系和低Ca体系的耐酸机理做出讨论.另外,考虑到修补材料与基体的相容性同样重要,在干缩测试中以水泥为对照,在酸化测试中以黏结试件为对象,并测试地聚合物和水泥的热变形,以评估两者的相容性.研究结果表明,MK和GGBS比例合适时,地聚合物拥有更为致密的结构,表现出较低的吸水量和泛碱程度.MK含量较高时,产生的地聚合物凝胶有更强的耐酸性.适当增加GGBS,能够通过提升结构的致密性使得修补材料的耐久性得到提升.研究成果可为刚性路面的高性能耐久的快速修补材料研发提供技术参考.
Experimental investigation on the durability of geopolymer repaired mortar based on metakaolin and blast furnace slag
Metakaolin (MK) and blast furnace slag (GGBS) are commonly used solid raw materials for the preparation of geopolymers. Geopolymers prepared by the combination of the two have the advantages of room temperature curing,high bond strength,fast hardening,and early strength,and can be used as repair materials. However,the change of durability of repair materials caused by the change of the ratio of the two has not been fully understood. Therefore,this article set different GGBS/(MK+GGBS) values (mass ratio:0,20%,40%,60%,80%,and 100%),tested the water absorption of geopolymer repair mortar and contact angle,visually observed the degree of caustic penetration of geopolymer,and tested the changes in mechanical properties of geopolymer before and after caustic penetration to compare the resistance to caustic penetration of geopolymer. In this paper,geopolymer was immersed in 0.5M (mol/L) HCl solution for 1,3,and 5 days,and the acid resistance of geopolymer was evaluated by visual observation and testing of the mass and strength loss of geopolymer. Thermogravimetric (TG),Fourier infrared spectroscopy (FTIR),and X-ray diffraction (XRD) were used to discuss the acid-resistance mechanisms of high and low Ca systems. In addition,considering that the compatibility of the repair material with the matrix is also critical,the cement was used as a control variable in the dry shrinkage test,the bond specimens were used as the object in the acidification test,and the thermal deformation of the geopolymer and the cement was tested to assess the compatibility of the two. The results show that when the ratio of MK and GGBS is appropriate,the geopolymer has a denser structure,showing a lower water absorption and caustic penetration degree. When the content of MK is high,the geopolymer gel produced has a stronger acid resistance. Appropriate increase of GGBS can improve the durability of the repair material by improving the density of the structure. The research results can provide technical reference for the fast repair materials with high performance and durability for rigid pavement.

metakaolinblast furnace slaggeopolymerrepair mortarpavement distress

周英超、但汉成、马志明

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湖南中大设计院有限公司 湖南 长沙 410075

中南大学 土木工程学院,湖南 长沙 410075

高速铁路建造技术国家工程研究中心,湖南 长沙 410075

偏高岭土 高炉矿渣 地聚合物 修补砂浆 路面病害

中国中铁股份有限公司科技研究开发计划国家自然科学基金资助项目湖南省交通运输厅科技项目

2022-重大-1352278468202104

2024

铁道科学与工程学报
中南大学 中国铁道学会

铁道科学与工程学报

CSTPCD北大核心EI
影响因子:0.837
ISSN:1672-7029
年,卷(期):2024.21(8)