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磨细矿渣高性能路面混凝土的耐久性
引用本文:袁春毅,申爱琴,韩继国,赵乐易.磨细矿渣高性能路面混凝土的耐久性[J].中国公路学报,2007,20(5):24-29.
作者姓名:袁春毅  申爱琴  韩继国  赵乐易
作者单位:1. 长安大学,特殊地区公路工程教育部重点实验室,陕西,西安,710064;交通部规划研究院,北京,100029
2. 长安大学,特殊地区公路工程教育部重点实验室,陕西,西安,710064
3. 吉林省交通科学研究所,吉林,长春,130012
4. 国家开发银行,北京,100037
摘    要:为了提高路面混凝土的耐久性,通过机理分析,将炼钢时的废渣磨细后,作为第6组分掺入水泥混凝土中,制作了高性能路面混凝土(HPPC)试件,并对掺磨细矿渣高性能路面混凝土试件进行了耐磨性、抗渗性、抗冻性(包括一般冻融和盐冻耦合)及收缩性(包括干缩和温缩)的试验。结果表明:掺磨细矿渣后,高性能路面混凝土的耐磨性、抗渗性、抗冻性均有显著提高,干缩和温缩均大幅度减小。

关 键 词:道路工程  高性能路面混凝土  试验研究  耐久性  磨细矿渣  盐冻耦合  收缩性
文章编号:1001-7372(2007)05-0024-06
收稿时间:2007-01-12
修稿时间:2007年1月12日

Durability of High Performance Pavement Concrete with Fine Slag
YUAN Chun-yi,SHEN Ai-qin,HAN Ji-guo,ZHA Le-yi.Durability of High Performance Pavement Concrete with Fine Slag[J].China Journal of Highway and Transport,2007,20(5):24-29.
Authors:YUAN Chun-yi  SHEN Ai-qin  HAN Ji-guo  ZHA Le-yi
Abstract:In order to improve durability of pavement concrete by mechanism analysis,the high performance pavement concrete(HPPC) specimen was made by mixing with the wasted fine slag of steel-making which was regarded as the 6th constituent.Durability tests of the specimen,including tests of abrasion resistance,infiltration resistance,frost resistance(routine frost and coupling with the frost and salt),shrinkage(dryness and temperature) were done.Results show that all kinds of performances,such as abrasion resistance,infiltration resistance,frost resistance are improved obviously;dryness shrinkage and temperature shrinkage decrease obviously.
Keywords:road engineering  high performance pavement concrete  experimental research  durability  fine slag  coupling with frost and salt  shrinkage
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