Pengaruh Penambahan Zat Aditif Fosroc Conplast R dan Fosroc SP 337 Terhadap Kuat Tekan Beton Dengan Variasi Kadar Air
Effect Of Fosroc Conplast R and Fosroc SP 337 Additives On The Compressive Strength Of Concrete With Variation Of Water-Cement Ratio
DOI:
https://doi.org/10.33084/mits.v10i1.2304Keywords:
faktor air semen, Fosroc Conplast R, Fosroc SP 337, zat aditifAbstract
Fosroc Conplast R and Fosroc SP 337 are additives for the concrete mixture which are used to delay the setting time of the concrete mixture, thus, it can extend the time for the concreting work. Previous studies have verified that the addition of Fosroc SP 337 and/or Fosroc Complast R additives increases the compressive strength of concrete, but no previous studies have investigated the effect of adding these additives on the compressive strength of concrete with variations in water-cement ratio. Therefore, this research is conducted to investigate the effect of adding Fosroc Conplast R and Fosroc SP 337 additives on the compressive strength of concrete with variations in water-cement ratio, by conducting the test on properties of the materials for designing the concrete mixture proportion, then the compressive strength test is conducted and the compressive strength of concrete is compared with the design compressive strength based on SNI 03-2834-2000. The compressive strength test was conducted at the concrete age of 7 and 28. Concrete with the addition of 1% Fosroc Conplast R and 1% Fosroc SP 337 additives, produces a higher compressive strength than the design strength of normal concrete without additives, thus, this additive is applicable to extend the time for the concreting work in the construction field
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A, Arman, Sonata, Herix, & Ananda, Kartika, (2017). Studi Eksperimental Setting Time Beton Mutu Tinggi Menggunakan Zat Adiktif Fosroc SP 337 & Fosroc Conplast R, Jurnal Momentum. 19 (2): 57-61
A, Arman. & Ramayanti, Cici, (2018). Studi Eksperimental Metoda Pembuatan Beton Instan Fc’ = 25 Mpa dengan Penambahan Zat Adiktif Fosroc SP 337 & Fosroc Conplast R, MENARA Ilmu. XII-I (79): 1-7
Asri, Rusman, & Nisumanti, Sartika, (2014). Kuat Tekan Beton Mutu Tinggi dengan Penambahan Conplast SP 337, Jurnal Tekno Global. III (1): 14-20
Aulia, Fira Riza, Tjahjono, Elly, & Arijoeni, Essy, (2015). Studi Pengaruh Penggunaan Agregat Halus Daur Ulang dan Agregat Kasar Daur Ulang dari Limbah Beton Padat dengan Mutu K350-K400 menggunakan Admixture Complast SP 337 terhadap Kuat Tekan, Kuat Lentur, dan Susut pada Beton, FT UI
PB-0206-76. Keausan Agregat dengan Mesin Los Angeles
SNI 1969:2008. Cara Uji Berat Jenis dan Penyerapan Air Agregat Kasar.
SNI 1970:2008. Cara Uji Berat Jenis dan Penyerapan Air Agregat Halus.
SNI 03-1968-1990 Metode Pengujian Tentang. Analisis Saringan Agregat Halus dan Kasar
SNI-03-2816-1992. Metode Pengujian Kotoran Organik dalam Pasir untuk Campuran Mortar atau Beton
SNI 03-2834-2000. Tata Cara Pembuatan Rencana Campuran Beton Normal, Badan Standar Nasional
SNI 03-4142-1996. Metode Pengujian Jumlah Bahan dalam Agregat yang Lolos Saringan No. 200 (0,075 MM)
SNI 03-4804-1998 Metode Pengujian Berat Isi dan Rongga udara dalam agregat
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