Influence of reinforcement spacers on mass transport properties and durability of concrete structures

被引:14
|
作者
Alzyoud, S. [1 ]
Wong, H. S. [1 ]
Buenfeld, N. R. [1 ]
机构
[1] Imperial Coll London, Dept Civil & Environm Engn, Concrete Durabil Grp, London SW7 2AZ, England
关键词
Durability; Interfacial transition zone; Microstructure; Transport properties; Spacers; INTERFACIAL TRANSITION ZONE; CEMENT-BASED MATERIALS; DIFFUSIVITY; MICROSTRUCTURE; MICROCRACKING; AGGREGATE;
D O I
10.1016/j.cemconres.2016.05.006
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Spacers are ubiquitous in reinforced concrete, but their influence on durability is unclear. This paper presents the first study on the effects of spacers on mass transport and microstructure of concrete. Samples with different spacers, cover depths, aggregate sizes, curing ages and conditioning were subjected to diffusion, permeation, absorption and chloride penetration, and to mu XRF, BSE microscopy and image analysis. Results show that spacers increase transport in all cases, the magnitude depending on spacer type and transport mechanism. Plastic spacers produced the largest increase, followed by cementitious spacers and then steel chairs. The negative effect is due to a porous spacer-concrete interface that spans the cover where preferential transport occurs. Spacers may seem low value, small and inconsequential, but because they are placed every <= 1 m along rebars, their overall effect on ingress of external media is significant. This is not currently recognised by standards or by most practitioners. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:31 / 44
页数:14
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