掺合料及引气剂对混凝土抗盐冻剥蚀性能的影响

李文利; 张鹤; 李中华; 巴恒静

doi:10.13204/j.gyjz201006004

掺合料及引气剂对混凝土抗盐冻剥蚀性能的影响

doi: 10.13204/j.gyjz201006004

李文利^1,4,
张鹤⁴,
李中华^2,3,
巴恒静²

1.
1. 中国矿业大学北京,北京 100083;
2.
2. 哈尔滨工业大学土木工程学院,哈尔滨 150006;
3.
3. 河海大学力学与材料学院,南京 210098;
4.
4. 北京城市学院,北京 100083

基金项目:

国家自然科学基金项目(50408016);黑龙江省科技厅项目(GC06A603);河海大学基金项目(20090602,2009423411)

详细信息

作者简介:
李文利，女，1966年出生，博士研究生，副教授。E－mail:liwenli@bcu.edu.cn

中图分类号: TU528
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- 文章访问数: 81
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- 被引次数: 0
出版历程
- 收稿日期: 2010-03-12
- 刊出日期: 2010-06-20

EFFECT OF ADMIXTURE AND AIR-ENTRAINING AGENT ON SALF-FROST SCALING RESISTANCE OF CONCRETE

1.
1. China University of Mining &Technology(Beijing),Beijing 100083,China;
2.
2. Department of Civil Engineering,Harbin Institute of Technology,Harbin 150006,China;
3.
3. College of Materials Science and Engineering,Hohai University,Nanjing 210098,China;
4.
4. Beijing City University,Beijing 100083,China

摘要

摘要: 针对盐类及冻融循环耦合作用环境，选择混凝土单面盐冻试验方式，研究矿物掺合料及引气剂对混凝土抗冻剥蚀性能的改善作用。结果表明：与基准混凝土相比，在混凝土中掺加活性矿物掺合料和引气剂能够减小混凝土的剥蚀量和相对动弹性模量损失率，提高混凝土的抗盐冻剥蚀性能；掺加磨细矿渣的混凝土抗盐冻剥蚀性能优于粉煤灰混凝土，与其他配合比混凝土相比，复掺粉煤灰、硅灰和引气剂的混凝土，抗盐冻剥蚀性能最好。因此，在盐类存在的冻融环境应提倡矿物掺合料复掺技术。单面盐冻后，混凝土的表面剥蚀量都较大，但混凝土的相对动弹性模量损失率相对较小，因此在单面盐冻过程中混凝土的破坏形式以表面剥蚀为主。
- 矿物掺合料 /
- 除冰盐 /
- 剥蚀量 /
- 动弹性模量
Abstract: Depending on the environment coupling of salts and freeze-thaw cycles，the test method of single-side saltfrost was selected and improvement of mineral admixture and air-entraining agent on salt-frost scaling resistance of concrete was researched. The results show that the scaled mass and the dynamic modulus of elasticity loss rate of the concret are reduced as compared with control concrete by adding mineral admixture and air entraining agent into concrete. The salt-frost scaling resistance of concrete is improved. The salt-frost scaling resistance of concrete mixed with ground slag is better than flyash concrete. Compared with the concrete of other proportion the salt-frost resistance of concrete with fly ash，silica fume and air-entraining agent is better. So the mineral admixture coupled technology is promoted in this more complex situation of salt and freeze-thaw cycles. After single-side salt-frost the scaled mass of the concret is more but the dynamic modulus of elasticity loss rate is less，so the damage of concrete mainly depends on the surface scaling.
- mineral admixture /
- deicing salt /
- scaled mass /
- dynamic modulus of elasticity

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参考文献(8)

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