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Evaluation of the shrinkage and creep of medium strength self compacting concrete

机译:中等强度自压混凝土收缩和蠕变的评价

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The difference between self compacting concrete (SCC) and conventional concrete (CC) is in fresh state, is the high fluidity at first and the need for vibration at second, but in hardened state, both concretes must comply with the resistance specified, in addition to securing the safety and functionality for which it was designed. This article describes the tests and results for shrinkage and creep at some medium strength Self Compacting Concrete with added sand (SCC-MSs) and two types of cement. The research was conducted at the Laboratorio de Tecnologia de Estructuras (LTE) of the Universitat Politecnica de Catalunya (UPC), in dosages of 200 liters; with the idea of evaluating the effectiveness of implementation of these new concretes at elements designed with conventional concrete (CCs).
机译:自压力混凝土(SCC)和常规混凝土(CC)之间的差异处于新鲜状态,是首先高流动性,并且在第二次的振动的需要,但在硬化状态下,两个混凝土都必须符合指定的阻力,此外确保它被设计的安全性和功能。本文介绍了一些中等强度自压缩混凝土的收缩和蠕变的测试和结果,其中砂(SCC-MS)和两种类型的水泥。该研究是在Materatorio de Tecnologia de Estructulas(LTE)的大学,Politecnica de Catalunya(UPC)的De Techologia de Estructuras(LTE)进行,剂量为200升;在用常规混凝土(CCS)设计的元件中评估这些新混凝土的实施有效性的想法。

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