|本期目录/Table of Contents|

[1]耿 欧,孙 倩,李大贺.氯盐对再生混凝土硫酸盐侵蚀的抑制作用研究[J].建筑科学与工程学报,2020,37(06):108-116.
 GENG Ou,SUN Qian,LI Da-he.Study on Inhibitory Effect of Chlorine Salt on Sulfate Corrosion of Recycled Concrete[J].Journal of Architecture and Civil Engineering,2020,37(06):108-116.
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氯盐对再生混凝土硫酸盐侵蚀的抑制作用研究(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
37卷
期数:
2020年06期
页码:
108-116
栏目:
出版日期:
2020-11-30

文章信息/Info

Title:
Study on Inhibitory Effect of Chlorine Salt on Sulfate Corrosion of Recycled Concrete
文章编号:
1673-2049(2020)06-0108-09
作者:
耿 欧12孙 倩12李大贺12
1. 中国矿业大学 江苏省土木工程环境灾变与结构可靠性重点实验室,江苏 徐州 221116; 2. 中国矿业大学 力学与土木工程学院,江苏 徐州 221116
Author(s):
GENG Ou12 SUN Qian12 LI Da-he12
1. Jiangsu Key Laboratory of Environmental Impact and Structural Safety in Engineering, China University of Mining and Technology, Xuzhou 221116, Jiangsu, China; 2. School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, Jiangsu, China
关键词:
再生粗骨料混凝土 硫酸盐侵蚀 氯盐 抑制作用
Keywords:
recycled coarse aggregate concrete sulfate corrosion chlorine salt inhibitory effect
分类号:
TU502.5
DOI:
-
文献标志码:
A
摘要:
将再生骨料取代率为50%的混凝土试块自然浸泡在单一Na2SO4溶液、MgSO4溶液和NaCl-Na2SO4复合溶液、NaCl-MgSO4复合溶液中,其中复合溶液中的氯盐质量分数分别为0%,2%,5%和10%。在整个试验周期内,每隔30 d测量不同溶液中再生混凝土试块的表观形貌、超声声速和质量变化率,得出了氯盐对Na2SO4溶液和MgSO4溶液侵蚀再生混凝土的抑制规律。最后结合试验结果,详细分析了氯盐抑制不同硫酸盐溶液侵蚀再生骨料混凝土相关性能差异的机理。研究结果表明:氯盐对再生混凝土的硫酸钠侵蚀有明显抑制作用,氯盐质量分数为5%时抑制效果最明显,但是氯盐质量分数继续增大,抑制效果没有明显的提高; 氯盐对硫酸镁溶液侵蚀再生混凝土的抑制效果较弱,甚至在氯化钠质量分数为2%时,再生混凝土试块表观侵蚀程度比未掺加氯化钠的还严重; 氯离子对硫酸根离子侵蚀有抑制作用,但是对镁离子的侵蚀无明显抑制作用; 所得结论为再生骨料混凝土在实际工程中的耐久性应用提供了借鉴。
Abstract:
The concrete test block with a recycled aggregate replacement ratio of 50% was naturally immersed in pure Na2SO4 solution, pure MgSO4 solution, NaCl-Na2SO4 composite solution and NaCl-MgSO4 composite solution, Wherein the chlorine salt concentration in the composite solution was 0%, 2%, 5% and 10% respectively. During the test cycle, the inhibition rules of chloride salt on Na2SO4 solution and MgSO4 solution eroded recycled concrete were obtained by the apparent morphology, ultrasonic sound velocity and mass change rate of recycled concrete test blocks, which were measured every 30 d. Finally, combined with the test results, the mechanism of chlorine salt inhibiting the erosion of recycled aggregate concrete by different sulfate solutions was analyzed detailed. The research results show that chloride salt has significant inhibitory effect on sodium sulfate corrosion of recycled concrete, and the inhibitory effect is the most obvious when the concentration of chloride salt is 5%. But the concentration of chloride salt continues to increase, the inhibitory effect is not significantly improved. The inhibitory effect of solution erosion on recycled concrete is relatively weak, even when the sodium chloride concentration is 2%, the apparent corrosion degree of the recycled concrete test block is more serious than that without sodium chloride. It is found that the main reason is that chloride ions have inhibitory effect on sulfate ion erosion, but there is no obvious magnesium ions effect. It provides a reference for the durability application of recycled aggregate concrete in practical engineering.

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相似文献/References:

[1]程东辉,俞永志,董志鹏.无粘结预应力再生粗骨料混凝土梁力学性能[J].建筑科学与工程学报,2016,33(01):30.
 CHENG Dong-hui,YU Yong-zhi,DONG Zhi-peng.Mechanical Properties of Unbonded Prestressed Recycled Coarse Aggregate Concrete Beam[J].Journal of Architecture and Civil Engineering,2016,33(06):30.

备注/Memo

备注/Memo:
收稿日期:2020-02-28 基金项目:国家自然科学基金项目(51972337) 作者简介:耿 欧(1973-),男,安徽萧县人,教授,工学博士,E-mail:ougeng@cumt.edu.cn。
更新日期/Last Update: 1900-01-01