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Self-Consolidating Concrete Robustness in Continuous Production Regarding Fresh and Hardened State Properties

机译:考虑新鲜和硬化状态特性的连续生产中的自固结混凝土坚固性

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The number of applications where self-consolidating concrete (SCC) is used is rising considerably worldwide because of its advantages over conventional concrete. Large-scale SCC production with good degrees of reliability has encouraged engineers to further study the stability of different SCC mixture designs in terms of robustness.rnThe robustness of a SCC mixture is the stability of its properties when the original mixture design is affected by errors in weighing the constituents. To evaluate the robustness of SCC, six different SCC mixture designs were selected. Variations were applied to them, simulating large-scale production errors, and their properties in fresh and hardened states were evaluated. The influence of such errors on concrete properties was analyzed by means of analysis of variance. In addition, tolerances generally accepted by codes were compared to statistical distributions of errors obtained from real data provided by several Spanish concrete producers.rnIn general, tolerances for traditional concrete have, proved to be valid for SCC as well. Errors in weighing water and fines contents are of capital importance and are admissible up to ±6%.
机译:在世界范围内,由于使用自凝结混凝土(SCC)优于常规混凝土的优点,其应用数量正在大量增加。具有良好可靠性的大规模SCC生产鼓励工程师从鲁棒性方面进一步研究不同SCC混合物设计的稳定性。rn当原始混合物设计受以下方面的误差影响时,SCC混合物的鲁棒性是其性能的稳定性。权衡成分。为了评估SCC的耐用性,选择了六种不同的SCC混合物设计。对它们应用了变化,以模拟大规模生产错误,并评估了它们在新鲜和硬化状态下的性能。通过方差分析的方法分析了这些误差对混凝土性能的影响。此外,将代码通常接受的公差与由西班牙几家混凝土生产商提供的真实数据得出的误差的统计分布进行了比较。总的来说,传统混凝土的公差也已被证明对SCC有效。水和细粉含量的称重误差至关重要,可接受的误差最大为±6%。

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