Eco-friendly concretes with reduced water and cement contents - Mix design principles and laboratory tests

被引:120
作者
Proske, Tilo [1 ]
Hainer, Stefan [1 ]
Rezvani, Moien [1 ]
Graubner, Carl-Alexander [1 ]
机构
[1] Tech Univ Darmstadt, D-64287 Darmstadt, Germany
关键词
Mixture proportioning; Filler; Fly-ash; Carbonation; Sustainability;
D O I
10.1016/j.cemconres.2013.04.011
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The major environmental impact of concrete is caused by CO2-emissions during cement production. Great potential for reducing the impact is seen especially for concretes with normal strength. The use of superplasticizers and highly reactive cements as well as optimization of particle-size distribution and reduction in water content allows a significant reduction in Portland cement clinker in the concrete. Essential is the addition of mineral fillers (e.g. limestone powder) to provide an optimal paste volume. In addition, the already practicable substitution of secondary raw materials like fly-ash or furnace-slag for cement clinker is an appropriate option which is however limited by the availability of these resources. In several test series the fresh and hardened concrete properties of concretes with reduced water and cement contents were investigated, especially their workability, strength development, design-relevant mechanical properties as well as durability aspects such as carbonation. It was shown that concretes with cement clinker and slag contents as low as 150 kg/m(3) were able to meet the usual requirements of workability, compressive strength (approx. 40 N/mm(2)) and mechanical properties. The carbonation depth of concretes with 150-175 kg/m(3) clinker and slag was equal or lower than the depth of conventional reference concretes for exterior structures. The ecological advantages were identified, using environmental performance evaluation. A reduction of up to 35% in environmental impact was calculated compared with conventional concrete and of more than 60% with granulated blast-furnace slag. Practical application was verified by means of full-scale tests in a precast and ready-mix concrete plant. (c) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:38 / 46
页数:9
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