The Effectiveness of the Water Additional Ingredient Urea CO(NH2)2 to the Concrete Fc' 20 MPA on Curing Process

Hafiq Syaifudin, Rio Rahma Dhana
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Abstract

Concrete quality depends on the value of the ratio of materials, how to blend and how to pour the concrete mixture, how to compact and how to care for it during the hardening process. This study aims to determine how much influence the curing process using water with a mixture of Co(NH2)2 and normal water has on the compressive strength of concrete fc' 20 Mpa. The sample is a cylindrical specimen with a diameter of 15 cm and a height of 30 cm. Samples were made 3 test objects with the age of 28 days and tested coherently. The compressive strength of normal concrete has increased in quality with the age between 7 is 9.1 Mpa to 28 days is 17 Mpa. While the concrete with curring process using water with a mixture of urea increased at age 7 with a value of 10.8 Mpa to 21 days with a value of 14.4 Mpa, but at age 28 the strength of the concrete decreased by 12 Mpa. Cracks with cone and split types are 10 pieces, this can happen because the material in the concrete mixer has not been mixed well during the concrete manufacturing process.
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水补料尿素CO(NH2)2对Fc' 20mpa混凝土养护过程的影响
混凝土的质量取决于材料的配比值,混凝土混合料如何拌合和如何浇筑,硬化过程中如何密实和如何护理。本研究旨在确定Co(NH2)2与普通水混合水的养护过程对fc' 20mpa混凝土抗压强度的影响程度。样品为圆柱形标本,直径15厘米,高30厘米。样品制作3个28日龄的测试对象,进行一致性测试。普通混凝土抗压强度随龄期的增加而提高,龄期为7 ~ 28天,抗压强度为17 Mpa。采用尿素水养护的混凝土,龄期7 d强度为10.8 Mpa,龄期21 d强度为14.4 Mpa,龄期28 d强度下降了12 Mpa。锥型和劈裂型裂缝为10片,这是由于混凝土制造过程中混凝土搅拌机中的材料没有充分混合而导致的。
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