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

机译:减少水和水泥含量的环保混凝土—混合设计原则和实验室测试

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The major environmental impact of concrete is caused by CO_2-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.
机译:混凝土的主要环境影响是由水泥生产过程中的CO_2排放引起的。减少冲击的潜力很大,尤其是对于普通强度的混凝土。使用高效减水剂和高反应性水泥,以及优化粒度分布和减少水含量,可显着减少混凝土中的波特兰水泥熟料。必不可少的是添加矿物填​​料(例如石灰石粉)以提供最佳的浆料量。另外,已经可行的用粉煤灰或炉渣等次要原料代替水泥熟料是一种合适的选择,但是由于这些资源的可用性而受到限制。在几个测试系列中,研究了水和水泥含量降低的混凝土的新鲜和硬化混凝土性能,尤其是其可加工性,强度发展,与设计相关的机械性能以及耐久性(例如碳化)。结果表明,水泥熟料和矿渣含量低至150 kg / m〜3的混凝土能够满足通常的可加工性,抗压强度(约40 N / mm〜2)和机械性能的要求。 150-175 kg / m〜3熟料和矿渣的混凝土碳化深度等于或小于常规外部结构参考混凝土的深度。通过环境绩效评估确定了生态优势。与传统混凝土相比,对环境的影响最多减少了35%,而粒状高炉矿渣减少了60%以上。通过在预制混凝土和预拌混凝土工厂中进行全面测试,验证了实际应用。

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