混合侵蚀与冻融交替作用下混凝土性能劣化试验

李艳东; 叶英华; 张健; 周煜

doi:10.13204/j.gyjz201106025

混合侵蚀与冻融交替作用下混凝土性能劣化试验

doi: 10.13204/j.gyjz201106025

1.
北京航空航天大学土木工程系,北京100191

基金项目:

国家自然科学基金(50778010);国家科技支撑计划项目(2007BAF23B02-06);北京市自然科学基金(8092020);亚热带建筑科学国家重点实验室开放课题资助

详细信息

作者简介:
第一作者：李艳东, 男, 1985年出生, 硕士。E-mail：04231010@bjtu.edu.cn

中图分类号: TU528
计量
- 文章访问数: 89
- HTML全文浏览量: 4
- PDF下载量: 54
- 被引次数: 0
出版历程
- 收稿日期: 2010-07-15
- 刊出日期: 2011-06-20

EXPERIMENT OF PROPERTIES DETERIORATION OF CONCRETE IN MULTI-AGGRESSIVE AND FREEZE-THAW ENVIRONMENT

1.
Department of Civil Engineering,Beihang University,Beijing 100191,China

摘要

摘要: 以质量分数为3%的氯化钠和5%的硫酸钠混合溶液为侵蚀介质，采用慢冻法，对立方体抗压强度为54.7 MPa的混凝土试件进行0，100，200，300次冻融循环试验，并测定各组试件的质量损失、抗压强度、相对动弹性模量和应力、应变等试验数据。结果表明：随着冻融循环次数的增多，混凝土试件表面剥蚀加剧，表观质量和相对动弹性模量无明显变化，抗压强度及弹性模量均有大幅降低。当冻融循环为300次时，抗压强度和弹性模量分别下降了26%和35.1%。
- 混凝土 /
- 冻融循环 /
- 混合侵蚀 /
- 性能劣化
Abstract: With mass fraction of 3% sodium chloride and 5% sodium sulfate mixed solution as aggressive medium, by adopting slow freeze-thaw method, freeze-thaw tests of freeze-thaw cycles of being 100, 200 and 300 were carried out on concrete specimens.The cubic compressive strength was 54.7MPa.The mass loss, compressive strength, relative dynamic modulus, strain and stress were tested.The results show that with the increase in freeze-thaw cycles, increased erosion of concrete specimen surface and the apparent quality and relative dynamic modulus did not change significantly when both of compressive strength and elastic modulus decreased a lot.Compressive strength and elastic modulus decreased by 26% and 35.1% after 300 freeze-thaw cycles.
- concrete /
- freeze-thaw cycle /
- multi-aggressive environment /
- properties deterioration