Effect of salty freeze-thaw cycles on durability of thermal insulation concrete with recycled aggregates

被引:41
|
作者
Hao, Lucen [1 ]
Liu, Yuanzhen [1 ]
Wang, Wenjing [1 ]
Zhang, Jiaguang [1 ]
Zhang, Yu [1 ]
机构
[1] Taiyuan Univ Technol, Dept Civil Engn, Taiyuan 030024, Shanxi, Peoples R China
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
Thermal insulation concrete with recycled aggregates; Chloride salt erosion; Freeze-thaw cycle; Glazed hollow bead; Interfacial translation zone; STRESS-STRAIN RELATIONSHIP; MECHANICAL-PROPERTIES; CHLORIDE SALT; PERFORMANCE; ITZ; STRENGTH; BEHAVIOR;
D O I
10.1016/j.conbuildmat.2018.09.033
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An experimental study on the durability of thermal insulation concrete with recycled aggregates (RATIC) subjected to the combined action of chloride salt erosion with 3.5% NaCl solution and freeze-thaw cycles (referred to as salty F-T cycles) has been carried out. In this study, the volume of the natural coarse aggregates has been replaced by recycled coarse aggregates (RCA) at replacement rates of 0%, 30%, 50%, 70%, and 100%. The results show that thermal insulation aggregate glazed hollow beads (GHBs) had a positive effect on the durability of concrete and RCA had an enormous negative influence on the durability of RATIC exposed to the salty F-T cycles. After 100 salty F-T cycles, the relative dynamic modulus of the elasticity of samples with RCA was below 60% compared to at the start of the F-T cycles. RCA has a significant effect on the chloride permeability of RATIC compared to natural aggregates. This phenomenon was caused by the special multi-interfaces structure of RATIC that are the result of the old interfacial translation zones (ITZs). These aggravate frost damage and negatively affect the durability of concrete in the salty F-T cycles environment. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:478 / 486
页数:9
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