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金属矿山 ›› 2014, Vol. 43 ›› Issue (10): 157-160.

• 安全与环保 • 上一篇    下一篇

混凝土井壁受盐害侵蚀后的强度损伤试验研究

李旭绒1,纪洪广1,王军2,宋承霖1   

  1. 1.北京科技大学土木与环境工程学院,北京 100083;2.山东理工大学建筑工程学院 山东 淄博 255049
  • 出版日期:2014-10-15 发布日期:2015-05-19
  • 基金资助:

    * 国家重点基础研究发展计划(973计划)项目(编号:2010CB226803),国家高技术研究发展计划(863计划)项目(编号:2008AA062104),国家自然科学基金项目(编号:51034001)。

Test Research on Strength Damage of Concrete Shaft Lining under Salt Disaster Corrosion

Li Xurong1,Ji Hongguang1,Wang Jun2,Song Chenglin1   

  1. 1.Civil and Environmental Engineering School,University of Science and Technology Beijing, Beijing 100083,China;2.School of Architecture Engineering,Shandong University of Technology,Zibo 255049,China
  • Online:2014-10-15 Published:2015-05-19

摘要: 井壁混凝土结构在地下复杂环境中易受复合盐害侵蚀。为了研究混凝土受盐害溶液侵蚀后的抗压强度和抗折强度的变化规律,设计制作了C70标号的高强混凝土试块,配置了3种不同浓度的复合盐害溶液,测定试块经过多次复合盐害溶液浸泡后的抗压强度和抗折强度。试验结果表明:高强井壁混凝土在清水和复合盐害溶液浸泡后,抗压强度和和抗折强度的变化趋势不一样。在清水环境中,两者基本都是上升的趋势,抗压强度在初期其强度上升比较快,到后期逐渐趋于稳定,抗折强度在第6个月到第7个月之间有突变。 在复合盐害溶液中,抗压强度和抗折强度整体上符合先增大后减小的变化趋势。腐蚀溶液浓度越大,后期下降的趋势越快。抗折强度的变化规律比抗压强度的变化规律复杂。

关键词: 高强混凝土, 复合盐害, 损伤

Abstract: The structure of concrete shaft lining is easily corroded in underground complex environment.In order to study the change of the compressive strength and the flexural strength after suffering composite salt disaster solutions corrosion,C70 high strength concrete test specimens were prepared and composite salt disaster solutions with three different concentrations were compounded.The compressive strength and the flexural strength of the concrete test specimens were tested after dipping them into mixture solution and drying them for many times.The test results showed that the change laws of the compressive strength and the flexural strength of the high strength concrete are different after dipping them into water and mixture solution.The compressive strength and the flexural strength are increased in the water,and the compressive strength raises faster in the early time but gradually keeps stable in the later time,while the flexural strength changes suddenly from the sixth month to the seventh month.The compressive strength and the flexural strength of high strength concrete increase in corrosion solutions and then decline.The higher corrosion solution concentration is in the mixture solutions,the quicker the strength declines in the later.The change law of the flexural strength is more complex than that of the compressive strength.

Key words: High strength concrete, Composite salt disaster, Damage