吉林大学学报(地球科学版)

• 地质工程与环境工程 • 上一篇    下一篇

复合盐与干湿循环双重因素作用下混凝土耐久性试验

宿晓萍1,2,王清1   

  1. 1.吉林大学建设工程学院,长春130026;
    2.长春工程学院土木工程学院,长春130012
  • 收稿日期:2012-06-14 出版日期:2013-05-26 发布日期:2013-05-26
  • 通讯作者: 王清(1959-),女,教授,博士生导师,主要从事地质工程方面的研究 E-mail:wangqing@jlu.edu.cn
  • 作者简介:宿晓萍(1971-),女,博士研究生,副教授,主要从事地质工程、混凝土耐久方面的研究,E-mail:sxp5400@163.com
  • 基金资助:

    国家自然科学基金项目(406721780,40911120044)

Experiment of the Concrete Performance the Condition of Multiple Salts and Dry-Wet Cycles

Su Xiaoping1,2,Wang Qing1   

  1. 1.College of Construction Engineering, Jilin University, Changchun130026, China;
    2.School of Civil Engineering, Changchun Institute of Technology, Changchun130012, China
  • Received:2012-06-14 Online:2013-05-26 Published:2013-05-26

摘要:

吉林省大安市是松嫩平原土壤盐渍化最严重的地区之一,以苏打盐渍土为主,境内的土壤与地表水中的易溶盐分量相似。为了研究复合盐与干湿交替环境下混凝土的耐久性,根据大安地区盐渍土中主要易溶盐的含量,配制了4种不同质量分数的复合盐侵蚀溶液,再以水溶液用于试验对比,共制备了5种配合比的混凝土,进行盐浸-热烘试验。结果表明:在干湿循环条件下,复合盐对混凝土材料有较强的腐蚀性,而且盐溶液的质量分数越大,混凝土破坏越严重;干湿循环作用后,混凝土的质量变化规律为先增加后减少,而动弹性模量先呈小幅增长,达到一定干湿循环次数后,呈下降趋势;引气剂与粉煤灰均能够提高混凝土抗盐蚀-干湿循环的破坏能力,但引气混凝土提高效果更显著。

关键词: 混凝土, 苏打盐, 盐蚀, 干湿循环

Abstract:

Da’an City, in the west of Jilin Province, is one of the most severe regions that suffer soil salinization in Songnen Plain. Saline-sodic soil is the main type in this area, and the composition of soluble salts in the soil is similar to that in the environmental water. In order to study the concrete durability under such an exposure condition, experimental work on the effect of the multi-salt and dry-wet cycles on concrete performance was carried out. Water and four solutions of different concentration of multi-salt were prepared and used to simulate the concentration and the main types of the dissolved salts in the saline soil in Da’an region. The durability property of the concrete with five different mix proportions was evaluated through the tests of multi-salt and dry-wet cycles. The experimental results indicated that multi-salt had corrosive action on concrete under the condition of dry-wet cycles, and the higher the concentration of the multi-salt solution, the more severely the concrete was degraded. With the increasing times of dry-wet cycles, the mass of concrete and the dynamic elastic modulus of concrete showed a slight increasing at first, and then reduced after a certain number of dry-wet cycles. Air-entrained concrete and fly ash concrete were found have better behavior under such exposure condition, and much better improvement could be observed in the air-entrained concrete.

Key words: concrete, soda salt, salt corrosion, dry-wet cycle

中图分类号: 

  • TU528.33
[1] 宿晓萍,王清,王文华,孙昊月. 季节冻土区盐渍土环境下混凝土抗冻耐久性机理[J]. 吉林大学学报(地球科学版), 2014, 44(4): 1244-1253.
[2] 张先富, 李卉, 洪梅, 宋博宇, 张福全, 梁爽. 苏打盐碱土对氮转化的影响[J]. J4, 2012, 42(4): 1145-1150.
[3] 程祖锋,孙秀娟,崔吉馨. 混凝土腐蚀的正交试验研究[J]. J4, 2007, 37(5): 978-0982.
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