Shrinkage properties of concretes using blast furnace slag and frost-resistant accelerator

被引:15
|
作者
Chol, Hyeonggil [1 ]
Lee, Juncheol [2 ]
Lee, Bokyeong [3 ]
Nam, Jeongsoo [4 ]
机构
[1] Kyungpook Natl Univ, Sch Architecture, Daegu, South Korea
[2] Kyungpook Natl Univ, Daegyeong Reg Infrastruct Technol Dev Ctr, Daegu, South Korea
[3] Kyungpook Natl Univ, Intelligent Construct Automat Ctr, Daegu, South Korea
[4] Chungnam Natl Univ, Dept Architectural Engn, Daejeon, South Korea
基金
新加坡国家研究基金会;
关键词
Blast furnace slag cement; Frost-resistant accelerator; Shrinkage; Cracking; Pore volume;
D O I
10.1016/j.conbuildmat.2019.05.003
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study investigated the shrinkage properties of concretes using blast furnace slag cement and frost resistant accelerator as a construction technology in environmental-load-reducing cold weather concretes. The investigation results showed that as the frost-resistant accelerator was added to both Ordinary Portland Cement (OPC) and Blast Furnace Slag Cement (BB), the effect on the properties of fresh concrete was reduced and the compressive strength was increased from an early age. In addition, the free shrinkage strain and cracking potential at the same age tended to increase and the study result verified that the crack generation was also fast in the restrained condition. Meanwhile, the study results verified that the length of both of OPC and BB tended to increase upon adding the frost-resistant accelerator. Pore volume <30 nm diameter, in particular, 20-30 nm pore volume, and ink-bottle pore volume decreased such that the shrinkage volume increased, and the change in pore volume in this range was regarded as having a large effect on the shrinkage properties. (C) 2019 Published by Elsevier Ltd.
引用
收藏
页码:1 / 9
页数:9
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