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聚丙烯纤维对硅灰混凝土氯离子渗透性能的影响
引用本文:马保国,金宇,王凯,王信刚. 聚丙烯纤维对硅灰混凝土氯离子渗透性能的影响[J]. 混凝土, 2007, 1(8): 44-46
作者姓名:马保国  金宇  王凯  王信刚
作者单位:武汉理工大学,硅酸盐材料工程教育部重点试验室,湖北,武汉,430070;武汉理工大学,硅酸盐材料工程教育部重点试验室,湖北,武汉,430070;武汉理工大学,硅酸盐材料工程教育部重点试验室,湖北,武汉,430070;武汉理工大学,硅酸盐材料工程教育部重点试验室,湖北,武汉,430070
基金项目:国家高技术研究发展计划(863计划)
摘    要:在正交试验的基础上,采用NEL试验方法研究了不同掺量(体积掺量0.067%~0.5%)、不同尺度(3、6、10 mm)的聚丙烯纤维混杂对硅灰混凝土抗氯离子渗透性能的影响.研究表明,聚丙烯纤维影响硅灰混凝土抗氯离子渗透性能的因素依次为:长短纤维掺量比>纤维掺量>复合纤维长度.当纤维掺量在低掺量范围内增加时,硅灰混凝土氯离子渗透性能会降低,而当纤维掺量较高时,硅灰混凝土氯离子渗透性能反而增加;纤维对硅灰混凝土氯离子渗透性能的影响与复合纤维的长度关系不大,而与长短纤维掺量比关系密切.

关 键 词:氯离子渗透性  聚丙烯纤维  纤维长度  体积掺量  长短纤维掺量比  硅灰混凝土
文章编号:1002-3550-(2007)08-0044-03
修稿时间:2006-12-10

Influence of hybrid polypropylene fibers on chloride ion permeability of silica fume concrete
MA Bao-guo,JIN Yu,WANG Kai,WANG Xin-gang. Influence of hybrid polypropylene fibers on chloride ion permeability of silica fume concrete[J]. Concrete, 2007, 1(8): 44-46
Authors:MA Bao-guo  JIN Yu  WANG Kai  WANG Xin-gang
Affiliation:Key Laboratory for Silicate Materials Science Engineering of Ministry of Education, Wuhan University of Technology, Wuhan 430070, China
Abstract:Influence of hybrid polypropylene fibers on chloride ion permeability of silica fume concrete mixtures with variable design proportions were studied by NEL Method based on orthogonal experiment.Three fiber lengths:3mm,6mm and 10mm and fiber volume fractions ranged from 0.067% to 0.50% were considered.Results showed the influencing factors of permeability of silica fume concrete in order of decrease are as follows:long/short fibers mass ratio,fiber volume fraction,differential in length.When fiber volume fraction increased in a low range,the chloride ion permeability of silica fume decreased;when the volume fraction reached a high level,on the contrary,the permeability increased.Differential in length was less important but long/short fibers mass ratio was main factor to the chloride ion permeability of silica fume concrete.
Keywords:chloride ion permeability  polypropylene fiber  fiber length  volume fraction  long/short fibers mass ratio  silica fume concrete
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