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模拟酸雨侵蚀下透水混凝土的性能变化分析
引用本文:李彦坤,胡彦帅,余金维,张士刚.模拟酸雨侵蚀下透水混凝土的性能变化分析[J].混凝土,2008(10).
作者姓名:李彦坤  胡彦帅  余金维  张士刚
作者单位:中南大学,土木建筑学院,湖南,长沙,410075
基金项目:中南大学土木建筑学院材料研究所资助项目
摘    要:基于材料的化学反应机理和孔隙结构特点探讨模拟酸雨侵蚀下透水混凝土质量、透水性能和抗压强度的变化情况.研究结果表明:在模拟酸雨侵蚀样品14个周期的过程巾,质昔前期和未期损失较缓,中期损失最快;透水性能在前4个周期略有所下降,随后一直增大;抗压强度前期变化缓慢,后期损失较大.配合比对其性能的变化有一定影响,骨料粒径越大,水泥石包裹骨料越薄,质量和抗压强度总损失率越大,但在包裹厚度为0.6 mm时质量总损失率有所下降;骨料粒径越小,水泥石包裹越厚,透水系数的最终增加率越大.

关 键 词:透水混凝土  酸雨  侵蚀  性能变化

Analysis for capability change on simulated acid rain attacking pervious concrete
LI Yan-kun,HU Yan-shuai,YU Jin-wei,ZHANG Shi-gang.Analysis for capability change on simulated acid rain attacking pervious concrete[J].Concrete,2008(10).
Authors:LI Yan-kun  HU Yan-shuai  YU Jin-wei  ZHANG Shi-gang
Affiliation:Civil Engineering Department of Central South University;Changsha 410075;China
Abstract:Reaction theory and hallmark of pore frame are used to analyze the change of quality,permeability and compressive strength on simulated acid rain attacking pervious concrete.The results indicate that,under the simulated acid rain attacking for 14 cycles condition,quality loss is slowly down in the earlier period and the later period,but it's quickly down in the intermediate period;permeability can be slowly down in the early 4 cycles,but later,it will enhance as time goes by;and compressive strength change ...
Keywords:pervious concrete  acid rain  corrosion  capability change  
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