针对聚合物水泥复合填缝料(PCCJS)耐久性研究不足的问题,对经过60℃高温处理后的PCCJS进行定伸、拉伸和剪切试验,研究高温作用对PCCJS定伸粘结性能、力学性能的影响,不同高温作用时间(1d、7d、15d、30d)对PCCJS性能的影响规律。通过扫描电镜和压汞测孔试验,分析了高温环境对PCCJS性能影响的微观机制。结果表明:高温环境下,PCCJS内部的聚合物大分子降解断裂,分子间间隙变大,导致PCCJS拉伸力学性能和剪切力学性能下降,且随高温作用时间的延长而不断降低。PCCJS在60℃环境下作用15d后,尚未发生内聚破坏或粘结破坏,呈现出良好的定伸粘结性能。
In view of the insufficient research on the durability of polymer cement composite joint sealant(PCCJS),fixed extension,tensile and shear tests were carried out on PCCJS treated at 60℃.The effect of high temperature on the fixed-stretch bonding and mechanical properties of PCCJS,and the law of influence of different high temperature action time (1d,7d,15d,30d) on the properties of PCCJS were studied.Through scanning electron microscope and mercury intrusion test,the micro-mechanism of the influence of high temperature environment on the performance of PCCJS was analyzed.The research results shown that under high temperature,the polymer macromolecules inside the PCCJS degraded and breaked,and the intermolecular gap became larger,which leaded to the decrease of the tensile and shear mechanical properties of the PCCJS.And with the extension of high temperature action time,it will continue to decrease.The PCCJS had not undergone cohesive failure or bonding failure after 15 days of action at 60℃,showing good fixed-stretch bonding performance.
[1] 靳美倩.机场水泥混凝土道面典型病害分析及处治技术研究[D].西安:长安大学,2015.
[2] Wang W,Wang M,Li H,et al.Pavement crack image acquisition methods and crack extraction algorithms:a review[J].Journal of Traffic and Transportation Engineering,2019,6(6):289-297.
[3] 刘晓曦,谢富贵,徐波.机场道面接缝密封材料弹性恢复特性研究[J].中国建筑防水,2008(6):21-24.
[4] 袁捷,刘文博.民用机场水泥混凝土道面接缝嵌缝材料性能指标分析[J].公路交通科技,2016,33(9):7-13.
[5] Rod K A,Nguyen M T,Elbakhshwan M,et al.Insights into the physical and chemical properties of a cement-polymer composite developed for geothermal wellbore applications[J].Cement & Concrete Composites,2019,97:279-287.
[6] 王志航,白二雷,许金余,等.聚合物水泥基复合填缝料浸水后剪切性能[J].中南大学学报(自然科学版),2021,52(7):2416-2425.
[7] 王志航,许金余,白二雷,等.纳米氧化铝改性聚合物基复合填缝料工作性能及变形性能研究[J].化工新型材料,2021,49(S1):161-165,171.
[8] Han X L,Chen X M,Jiao H Z,et al.Research status and prospect of polymer-cement grouting materials[J].Bulletin of the Chinese Ceramic Society,2018,83:185-194.
[9] 左艳梅.环境友好型聚合物水泥砂浆基复合材料研究进展[J].合成材料老化与应用,2017,46(3):108-113.
[10] 陈绪港,薛炜,谢民燕,等.聚合物水泥复合防水涂料阻燃性能研究[J].新型建筑材料,2019,46(9):157-159.
[11] 韩思聪,白二雷,郭创,等.苯丙乳液基水泥复合道面填缝料力学性能研究[J].硅酸盐通报,2018,37(11):3398-3404,3409.
[12] 朱从进,白二雷,许金余,等.灰粉比对苯丙乳液基水泥复合填缝料剪切性能的影响[J].硅酸盐通报,2017,36(8):2576-2582.
[13] 刘高杰,白二雷,许金余,等.不同粉液比苯丙乳液水泥基复合填缝料剪切性能试验研究[J].铁道科学与工程学报,2020,17(3):615-622.
[14] 彭光,许金余,任韦波.硅烷偶联剂改性苯丙乳液水泥复合材料的力学性能及孔隙结构[J].硅酸盐通报,2018,37(10):3076-3081.
[15] Bai E,Liu G,Xu J,et al.Tensile properties of a flexible polymer-cement composite containing portland cement and VAE emulsion[J].Journal Ceramics-Silikáty,2020,64(1):92-99.
[16] 王宏霞,王志新.胎体增强材料对聚合物水泥防水涂料拉伸强度和断裂伸长率的影响[J].中国涂料,2020,35(5):42-45.
[17] Bai E,Liu G,Xu J,et al.Tensile and fixed elongation properties of polymer-based cement flexible composite under water/corrosive solution environment[J].Materials,2020,13(9):154-168.
[18] Rashid K,Wang Y,Ueda T.Influence of continuous and cyclic temperature durations on the performance of polymer cement mortar and its composite with concrete[J].Composite Structures,2019,215(5):214-225.
[19] 王志航,许金余,白二雷,等.聚合物水泥基复合填缝料耐低温性能研究[J].现代化工,2021,41(S1):173-178.
[20] 孙世安,校云鹏,费逸伟,等.聚合物水泥基复合材料的防腐性能研究[J].表面技术,2012,41(5):60-63.
[21] Childers M I,Nguyen M T,Rod K A,et al.Polymer-cement composites with self-healing ability for geothermal and fossil energy applications[J].Chemistry of Materials,2017,56(12):337-344.
[22] 农金龙.聚合物改性水泥基粘结复合材料的粘结性能研究[D].长沙:湖南大学,2014.
基金资助
国家自然科学基金面上项目(51208507和51378497)