A Comparative Study of SCC with and Without Fibre

Raghavendra D, R. Sudhakar, Ramesh
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引用次数: 1

Abstract

A self-compacting concrete (SCC) is the one that can be placed in the formwork and can go through obstructions by its own weight and without the need of vibration. The primary aim of this study is to increase the strength properties of SCC with the addition of steel fibers and also compare the strength of concrete obtained with and without the use of steel fibers. This experimental study is aimed at producing SCC mix of M30 grade by using the Modified Nan Su method, incorporating Master Glenium sky 8630 as chemical admixture and GGBS and Fly Ash powder as mineral admixture which are supplementary cementing material. Replacement of mineral admixture by weight of cement was done in percentages, namely 100% cement, 70%cement+15%GGBS+15%FlyAsh. The test specimens were casted and cured well for 7 and 28 days and the compressive strength, flexural strength and split tensile strengths were investigated.
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有纤维与无纤维SCC的比较研究
自密实混凝土(SCC)是一种可以放置在模板中,可以通过自身重量和不需要振动的障碍物的混凝土。本研究的主要目的是通过添加钢纤维来提高SCC的强度性能,并比较使用和不使用钢纤维获得的混凝土的强度。本实验研究的目的是采用改性南苏法生产M30级SCC混合料,以主锗天8630为化学掺合料,GGBS和粉煤灰粉为矿物掺合料作为补充胶凝材料。矿物掺合料按水泥重量替换量按百分比计算,即100%水泥、70%水泥+15%GGBS+15%粉煤灰。试件浇铸后固化7、28 d,分别进行抗压强度、抗弯强度和劈裂抗拉强度的研究。
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