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-3℃养护条件下矿物掺合料对 混凝土性能的影响

代金鹏 王起才 李强 王军

铁道科学与工程学报2017,Vol.14Issue(10):2124-2129,6.
铁道科学与工程学报2017,Vol.14Issue(10):2124-2129,6.

-3℃养护条件下矿物掺合料对 混凝土性能的影响

Effect of mineral admixtures on the properties of concrete under the-3℃curing condition

代金鹏 1王起才 2李强 1王军2

作者信息

  • 1. 兰州交通大学 甘肃省道路桥梁与地下工程重点实验室,甘肃 兰州 730070
  • 2. 兰州交通大学 道桥工程灾害防治技术国家地方联合工程实验室,甘肃 兰州730070
  • 折叠

摘要

Abstract

The effects of mineral admixtures on compressive strength, chloride ion permeability and pore structure of concrete curing under-3℃ and standard curing condition were studied. The influence of mineral admixtures on the properties of concrete under the curing condition of-3℃ and standard curing condition was analyzed. The results show that: the strength of concrete curing under-3℃ in each age period is lower than that of the concrete curing under-3℃, which is not consistent with the growth of the strength of concrete under the standard curing condition. In the curing of-3℃, the chloride ion penetration resistance of concrete adding mineral admixtures is improved, and mineral admixtures at different ages can refine the pore structure of concrete, but the improvement effect is not significant compared with the standard curing condition.

关键词

养护条件/矿物掺合料/抗压强度/抗氯离子渗透/孔结构

Key words

curing condition/mineral admixtures/compressive strength/chloride ion permeability/pore structure

分类

建筑与水利

引用本文复制引用

代金鹏,王起才,李强,王军..-3℃养护条件下矿物掺合料对 混凝土性能的影响[J].铁道科学与工程学报,2017,14(10):2124-2129,6.

基金项目

长江学者和创新团队发展计划滚动资助项目(IRT_15R29) (IRT_15R29)

国家自然科学基金资助项目(51268032) (51268032)

兰州交通大学优秀科研团队资助项目(201606) (201606)

铁道科学与工程学报

OA北大核心CSCDCSTPCD

1672-7029

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