文章摘要
孙全胜, 张洪雷.钢筋混凝土的抗盐冻性能衰变评定参数的研究Journal of Water Resources and Water Engineering[J].,2013,24(6):115-119
钢筋混凝土的抗盐冻性能衰变评定参数的研究
Study on evaluation parameter of decay of salt-freeze-thaw resistance for reinforced concrete
  
DOI:10.11705/j.issn.1672-643X.2013.06.027
中文关键词: 钢筋混凝土  抗盐冻  动弹性模量  横向基频
英文关键词: reinforce concrete  salt-freeze-thaw resistance  dynamic elastic modulus  transverse fundamental frequency
基金项目:
Author NameAffiliation
SUN Quansheng, ZHANG Honglei (东北林业大学 土木工程学院 黑龙江 哈尔滨 150040) 
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中文摘要:
      为了探究寒区冻融条件下钢筋混凝土抗盐冻性能的衰变情况,拟通过盐溶液冻融实验模拟寒区钢筋混凝土的盐冻状态,测试试件质量损失、动弹性模量衰减、横向基频变化,评定其抗盐冻性能的衰变情况。研究表明:盐冻环境下钢筋混凝土的抗盐冻性能衰变曲线类似于4次幂函数曲线;Cl-虽然对混凝土横向基频、动弹性模量的影响不太显著,但会加速混凝土的剥蚀进程,短时间内造成严重的剥蚀,出现露筋、麻面等混凝土病害。
英文摘要:
      In order to explore the decay of salt-freeze-thaw resistance for reinforced concrete under freeze-thaw circumstances in cold regions, the paper adopted freeze-thaw experiment of saline solution to imitate the state of salt-freeze for reinforced concrete. By means of testing quality loss, the decay of dynamic Young′s modulus,change of transverse fundamental frequency, it evaluated the decay situation of reinforced concrete salt freeze thaw resistance.The result indicated that the curve of salt-freeze-thaw resistance's decay for reinforced concrete is just like power function curve of rank 4 square in the case of saline solution-freeze-thaw. As the influence of Cl- on transverse fundamental frequencies and dynamic Young′s modulus is not obvious, but Cl- can accelerate the erosion process of concrete witch cause baring bar, pockmark and other terrible erosions.
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