在M30级混凝土中加入钢纤维的Ggbs自密实混凝土

E. Mani, K. Bhargav, Y. Nagaraju, V. Sailaja, P. Venu
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引用次数: 0

摘要

自密实混凝土作为一项创造性的发明而出现,它能够解决这一问题,并在实质性创新领域取得了显著的进步,这导致了先前的无振动实质性设计实践。当今自密实混凝土的使用重点是更高的性能,更好和更坚实的质量,和均匀性。本研究研制了含GGBS和钢绞线的自密实混凝土(SCC)。这项工作的目标是用GGBS奶油钢纤维制造M30 SCC,并将其强度与普通混凝土进行比较。IS 10262 2009标准用于生产普通水泥,而另一种南苏方法用于生产SCC。为了增加水泥的体积,可以用0、10、20、30和40%的GGBS代替,并加入膨胀率为0.5%的稳定钢绞线。SCC的抗压强度采用尺寸为150x150x150mm的三维正方形来确定,劈裂抗拉强度采用尺寸为150x300mm的圆柱形样例来确定,抗折强度采用尺寸为100x100x500mm的晶体来确定。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Self-Compacting Concrete Using Ggbs with Addition of Steel Fibers on M30 Grade of Concrete
Self-compacting concrete has emerged as a creative invention that is capable of solving the problem and making a remarkable advancement in the field of substantial innovation, which has led to the prior practise of substantial design free from vibration. Self-compacting concrete use today is focused on higher performance, better and more solid quality, and uniformity. Self-compacting concrete (SCC) with GGBS and blended steel strands is being created in this research. The goal of this work is to create M30 SCC with GGBS cream steel fibers and compare its strength to normal concrete. The IS 10262 2009 standard is used to produce regular cement, whereas the alter Nan Su approach is used to produce SCC. In order to increase the volume of cement, the significant is replaced by 0, 10, 20, 30, and 40% of GGBS with the addition of stable steel strands at a 0.5% expansion. The compressive strength of SCC is determined using 3D squares of size 150x150x150mm, while the split tensile strength is determined using cylinder-shaped examples of size 150x300mm, and the flexural strength of SCC is determined using crystals of size 100x100x500mm.
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