您现在的位置:建筑结构>> 期 刊>> 2018年>> 第22期>>正文内容
卤水侵蚀下水泥基灌浆料耐蚀性能试验研究*
寇佳亮1,2,任慧超3,张浩博1,2
摘 要

(1 西安理工大学土木建筑工程学院, 西安 710048; 2 西安理工大学省部共建西北旱区生态水利国家重点实验室, 西安 710048;  3 中建西部建设北方有限公司, 西安 701116)

[摘要]通过卤水侵蚀下的水泥基灌浆料抗压性能试验,研究了水泥种类、水、水胶比、胶砂比、粉煤灰掺量、减水剂含量以及膨胀剂对水泥基灌浆料抗压强度的影响,以及不同情况下耐蚀系数的差异性。试验研究表明,在大量试验基础上配制的水泥基灌浆料初始流动度基本上都在300mm以上;在合适的配合比情况下,以普通硅酸盐水泥为主要成分的新型水泥基灌浆料在耐蚀性能上优于硫铝酸盐水泥;水胶比0-35、粉煤灰掺量15%、聚羧酸减水剂含量1-3%、胶砂比控制在1:1的情况下,配制出的水泥基灌浆料初始流动度为345mm,3d抗压强度接近43MPa,28d抗压强度接近69MPa,各龄期耐蚀系数均在0-9以上,且具有良好抗卤水侵蚀性能。

[关键词]水泥基灌浆料; 卤水侵蚀; 正交试验; 抗压性能; 耐蚀性能

中图分类号:TU593文献标识码:A文章编号:1002-848X(2018)22-0090-05

 

Experimental study on corrosion resistance performance of cement-based grouting material under brine erosion

Kou Jialiang1,2, Ren Huichao3, Zhang Haobo1,2

(1 School of Construction Engineering, Xi′an University of Technology, Xi′an 710048, China;2 State Key Laboratory of Eco-hydraulics in Northwest Arid Region, Xi′an University of Technology, Xi′an 710048, China;3 China West Construction North Co., Ltd., Xi′an 701116, China)

Abstract:The compressive performance experiment of cement-based grouting material under brine erosion was carried out to study the influences of cement type, water, water-to-cement ratio, cement-to-sand ratio, fly ash content, water reducer content and expansive agent on compressive strength of cement-based grouting material, as well as the difference in corrosion resistance coefficient under different conditions. The experimental research shows that the initial fluidity of cement-based grouting material prepared on the basis of a large number of experiments is basically above 300mm; in the case of suitable mix ratio, the new cement-based grouting material with ordinary Portland cement as the main component has better corrosion resistance performance than sulphoaluminate cement; when water-cement ratio is 0-35, fly ash content is 15%, polycarboxylate water reducing agent content is 1-3%, and the ratio of cement-to-sand ratio is controlled at 1∶1, the initial fluidity of the cement-based grouting material is 345mm, and the  compressive strength at 3 days is close to 43MPa, and the compressive strength at 28 days is close to 69MPa, and the corrosion resistance coefficient of each age is above 0-9, and it has good resistance to brine erosion.

Keywords:cement-based grouting material; brine erosion; orthogonal experiment; compressive performance; corrosion resistance performance

 

*国家自然科学基金资助项目(51408487),中国住建部科学技术资助项目(2014-K2-037),中国博士后科学基金第56批面上资助项目(2014M562437),陕西省自然科学基金资助项目(2014JQ7292),陕西省教育厅专项科学研究计划资助项目(14JK1516),陕西省博士后科学基金资助项目,西安市建设科技项目(SJW2015-09),西安理工大学科学研究计划资助项目(118-211403)。

 

作者简介:寇佳亮,博士,副教授, Email:jialiangkou0918@163.com。

下载地址

    你还没注册?或者没有登录?这篇论文要求至少是本站的注册会员才能阅读!

    如果你还没注册,请赶紧点此注册吧!

    如果你已经注册但还没登录,请赶紧点此登录吧!