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混凝土抗盐冻性能试验
引用本文:闫西乐,张萍,秦鸿根,庞超明,孙伟.混凝土抗盐冻性能试验[J].水利水电科技进展,2016,36(2):42-45.
作者姓名:闫西乐  张萍  秦鸿根  庞超明  孙伟
作者单位:1.东南大学材料科学与工程学院, 江苏 南京 211189; 2.江苏省土木工程材料重点实验室, 江苏 南京 211189,1.东南大学材料科学与工程学院, 江苏 南京 211189; 2.江苏省土木工程材料重点实验室, 江苏 南京 211189,1.东南大学材料科学与工程学院, 江苏 南京 211189; 2.江苏省土木工程材料重点实验室, 江苏 南京 211189,1.东南大学材料科学与工程学院, 江苏 南京 211189; 2.江苏省土木工程材料重点实验室, 江苏 南京 211189,1.东南大学材料科学与工程学院, 江苏 南京 211189; 2.江苏省土木工程材料重点实验室, 江苏 南京 211189
基金项目:国家自然科学基金(51308112);江苏省交通厅科研项目(2010Y31)
摘    要:为研究混凝土强度等级、矿物掺合料和含气量对其抗盐冻性能的影响,对混凝土进行了盐溶液条件下的快速冻融试验。通过硬化混凝土气泡参数测定验证了新拌混凝土含气量与硬化混凝土含气量之间的相关性,对混凝土外观、相对动弹性模量、累积剥落量随冻融循环次数变化规律进行了分析,研究了不同强度等级、矿物掺合料、含气量等因素对混凝土抗盐冻性能的影响趋势。结果表明:单纯提高强度等级并不一定利于混凝土抗盐冻性能的改善,对中低强度的混凝土而言,含气量是影响其抗盐冻性能的决定性因素;粉煤灰与矿渣粉的掺量应控制在一定范围内。

关 键 词:混凝土  抗盐冻性能  盐溶液  剥落量  含气量  相对动弹性模量

Experimental study of frost-salt resistance of concrete
YAN Xile,ZHANG Ping,QIN Honggen,PANG Chaoming and SUN Wei.Experimental study of frost-salt resistance of concrete[J].Advances in Science and Technology of Water Resources,2016,36(2):42-45.
Authors:YAN Xile  ZHANG Ping  QIN Honggen  PANG Chaoming and SUN Wei
Affiliation:1.School of Materials Science and Engineering, Southeast University, Nanjing 211189, China; 2.Jiangsu Key Laboratory of Civil Engineering Materials, Nanjing 211189, China,1.School of Materials Science and Engineering, Southeast University, Nanjing 211189, China; 2.Jiangsu Key Laboratory of Civil Engineering Materials, Nanjing 211189, China,1.School of Materials Science and Engineering, Southeast University, Nanjing 211189, China; 2.Jiangsu Key Laboratory of Civil Engineering Materials, Nanjing 211189, China,1.School of Materials Science and Engineering, Southeast University, Nanjing 211189, China; 2.Jiangsu Key Laboratory of Civil Engineering Materials, Nanjing 211189, China and 1.School of Materials Science and Engineering, Southeast University, Nanjing 211189, China; 2.Jiangsu Key Laboratory of Civil Engineering Materials, Nanjing 211189, China
Abstract:In order to study the influence of concrete strength grade, volumes of fly ash and slag powder, and air-entraining content on the frost-salt resistance of concrete, an accelerated freeze-thaw test of concrete in salt solution was carried out. The correlation between the air-entraining contents of fresh concrete and hardened concrete was validated through measurement of bubble parameters of hardened concrete. The variation of surface characteristics, relative dynamic modulus of elasticity, and cumulative amount of spalling of concrete with the number of freeze-thaw cycles were investigated. The influence of concrete strength grade, volumes of fly ash and slag powder, and air-entraining content on the frost-salt resistance of concrete was examined. The results shows that a higher concrete strength does not always improve the frost-salt resistance, the air-entraining content is the decisive factor influencing the frost-salt resistance of medium-and low-strength grade concrete, and the volumes of fly ash and slag powder should be controlled within an appropriate range.
Keywords:concrete  frost-salt resistance  salt solution  amount of spalling  air-entraining content  relative dynamic modulus of elasticity
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