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高温对混凝土孔隙率及渗透性影响的试验研究
引用本文:陈晓婷,赵人达.高温对混凝土孔隙率及渗透性影响的试验研究[J].混凝土与水泥制品,2007,32(2):11-14.
作者姓名:陈晓婷  赵人达
作者单位:1. 法国里尔中央理工大学土木工程系
2. 西南交通大学桥梁工程系,成都,610031
摘    要:简要评述了混凝土耐久性与孔隙率及渗透性的关系.通过采用纯酒精测试混凝土孔隙率;透氩气性能测试混凝土渗透性,并用Klinkenberg效应进行校正,试验研究了混凝土加热前后孔隙率及渗透性的变化.结果表明,混凝土受高温后,:孔隙率及渗透性明显增大,从而可证明其耐久性降低.

关 键 词:混凝土  孔隙率  渗透性  耐久性  Klinkenberg效应  高温后  混凝土  孔隙率  渗透性  影响  试验  研究  Concrete  Permeability  Porosity  High  Temperature  Influences  Study  结果  变化  加热  校正  效应  性能测试  氩气
文章编号:1000-4637(2007)02-11-04
收稿时间:2007-02-07
修稿时间:2007年2月7日

Experimental Study on the Influences of High Temperature on Porosity and Permeability of Concrete
CHEN Xiao-ting,ZHAO Ren-da.Experimental Study on the Influences of High Temperature on Porosity and Permeability of Concrete[J].China Concrete and Cement Products,2007,32(2):11-14.
Authors:CHEN Xiao-ting  ZHAO Ren-da
Abstract:The relationship between durability of concrete and its porosity and permeability is describd briefly.And the porosity and permeability of concrete are investigated before and after the concrete being heated to high temperatures,by using of pure ethanol to measure porosity and gas(argon) to measure permeability,which should be corrected by the Klinkenberg(or slippage) effect.The results show that,after being subjected to high temperatures,the porosity and permeability of concrete are inlarged,and the durability is decreased.
Keywords:Concrete  Porosity  Permeability  Durability  Klinkenberg effect
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