KELECAKAN DAN KEKUATAN TEKAN BETON BERBASIS ABU TERBANG SEBAGAI PENGGANTI SEMEN DAN BATU APUNG UNTUK PENGGANTI AGREGAT KASAR

Muhammad Sofyan, Ade Okvianti Irlan, Jansen Zadrak Korobu, Abdul Rokhman
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Abstract

Concrete's drawback is its low tensile strength and heavy weight, which may exceed 2400 kg/m3. The significance of self-weight in building construction is essential, particularly when dealing with seismic loads. The larger the inertial force from the weight of the structure itself, the greater the inertial force from the weight of the building itself, therefore lightweight concrete can provide an opportunity to lower its own weight with a smaller unit weight of 1850 kg/m3. Fly ash was employed as a substitute for cement in this investigation, while pumice was used as a substitute for coarse aggregate. The goal of this research was to establish the unit weight, compressive strength, and workability/slump value of concrete. In this investigation, 30% of the fly ash was utilised. Pumice is determined at 0%, 5%, 10%, and 15% of the weight of coarse aggregate. The SN sample has the highest slump value of 8.8. However, the slump value continued to fall with the addition of pumice. The use of larger pumice stone results in   a reduction in the volume weight of concrete up to 1845 kg/m3, permitting it to be classified as lightweight concrete. Pumice has been demonstrated to diminish strength by 11% on average for every 5% replacement.
松散和强度推动以火山灰为基础的混凝土和浮石代替刚性聚合
混凝土的缺点是抗拉强度低,重量大,可能超过2400 kg/m3。自重在建筑施工中的重要性是必不可少的,特别是在处理地震荷载时。结构本身重量产生的惯性力越大,建筑本身重量产生的惯性力就越大,因此轻质混凝土可以提供降低自身重量的机会,单位重量较小,为1850 kg/m3。本研究采用粉煤灰代替水泥,浮石代替粗骨料。本研究的目的是建立混凝土的单位重量、抗压强度和和易度/坍落度值。在本次调查中,30%的粉煤灰被利用。浮石的重量分别为粗骨料的0%、5%、10%和15%。SN样品的坍落度值最高,为8.8。但随着浮石的加入,坍落度值继续下降。使用较大的浮石使混凝土的体积重量减少到1845 kg/m3,使其被归类为轻质混凝土。浮石已被证明,每更换5%,其强度平均降低11%。
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