水泥废石掺量对混凝土抗压质量的影响

Asrul Majid, Hammam Rofiqi Agustapraja
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引用次数: 4

摘要

基础设施发展是一个国家进步的重要方面之一,因为大多数基础设施的组成部分都是具体的。混凝土中最重要的成分是水泥,因为它的作用是粘合其他混凝土材料,从而形成坚硬的物质。大量使用水泥作为建筑材料的发展将留下相当多的水泥袋。在本研究中,作者研究了水泥废料的添加对混凝土抗压强度的影响。本研究采用实验方法,共有24个被试对象。试验对象为直径为15cm,高度为30cm的混凝土圆柱体形式,采用水泥废水泥替代细骨料的添加成分变化,分别为0%、2%、4%和6%。K200)。分别在7日龄和28日龄进行抗压强度试验。试验结果表明,废石部分替代细骨料会导致各混合料抗压强度降低。7 d时,2%的变化量为16.84 MPa, 4%的变化量为11.32 MPa, 6%的混合变化量为6.68 MPa。同时,各掺合料28日龄混凝土抗压强度试验值降低了±6 MPa。因此,在fc 16.6 (K200)级优质混凝土中,由于水泥废骨料低于规定的最小值16.6 MPa,不能作为细骨料的替代品。
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THE EFFECT OF ADDING CEMENT WASTE ON THE QUALITY OF CONCRETE COMPRESSIVE
Infrastructure development is one of the important aspects of the progress of a country where most of the constituents of infrastructure are concrete. The most important constituent of concrete is cement because its function is to bind other concrete materials so that it can form a hard mass. The large number of developments using cement as a building material will leave quite a lot of cement bags.In this study, the authors conducted research on the effect of adding cement waste to the compressive strength of concrete. This study used an experimental method with a total of 24 test objects. The test object is in the form of a concrete cylinder with a diameter of 15 cm and a height of 30 cm and uses variations in the composition of the addition of cement waste cement as a substitute for fine aggregate, namely 0%, 2%, 4% and 6%. K200). The compressive strength test was carried out at the age of 7 days and 28 days.The test results show that the use of waste as a partial substitute for fine aggregate results in a decrease in the compressive strength of each mixture. at the age of 7 days the variation of 2% is 16.84 MPa, 4% is 11.32 MPa and for a mixture of 6% is 6.68 MPa. Meanwhile, the compressive strength test value of 28 days old concrete in each mixture decreased by ± 6 MPa. So the conclusion is cement cement waste cannot be used as a substitute for fine aggregate in fc 16.6 (K200) quality concrete because the value is lower than the specified minimum of 16.6 MPa.
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