PENGARUH PENGGUNAAN VARIASI LIMBAH KACA SEBAGAI PENGGANTI AGREGAT HALUS PADA SEGMEN KOLOM PRAKTIS MODULAR RAMAH LINGKUNGAN
Abstract
Abstrak : Material berbentuk segmen kolom praktis modular merupakan salah satu solusi untuk pembuatan kolom praktis bangunan. Tujuan penelitian ini untuk menganalisis: (1) pengaruh penggantian limbah kaca dengan variasi 0%, 5%, 10%, dan 15% terhadap berat isi segmen kolom praktis modular; 2) pengaruh penggantian limbah kacadengan variasi 0%, 5%, 10%, dan 15% terhadap kuat tekan segmen kolom praktis modular; 3) pengaruh penggantian limbah kacadengan variasi 0%, 5%, 10%, dan 15% terhadap kriteria ramah lingkungan. Penelitian kuantitatif ini menggunakan metode eksperimen. Standar uji berat isi segmen kolom praktis modular mengacu pada SNI 1973:2008 dan standar kuat tekan segmen kolom praktis modular mengacu pada SNI 03-0349-1989. Perawatan benda uji selama 28 hari. Variasi penggantian limbah kaca adalah 0%, 5%, 10%, dan 15%. Sampel segmen kolom praktis modular berdimensi 150 mm x 150 mm tinggi 150 mm untuk uji berat isi sebanyak 12 sampel dan uji kuat tekan sebanyak 12 sampel. Hasil penelitian menunjukkan: 1) penggantian limbah kaca berpengaruh terhadap berat isi segmen kolom praktis modular, semakin besar penambahan variasi limbah kaca mengakibatkan penurunan berat isi, dengan nilai terendah sebesar 1900,423 kg/m3 pada variasi 15%; 2) penggantian limbah kacaberpengaruh terhadap kuat tekan segmen kolom praktis modular, kuat tekan maksimal pada persentase 10% sebesar 74,700 kgf/cm2; 3) pengaruh penggantian limbah kacadengan variasi 0%, 5%, 10%, dan 15% berpengaruh terhadap kriteria ramah lingkungan sesuai dengan aspek penilaian sumber dan siklus material (Material Resource and Cycle-MRC) pada perangkat greenship bangunan baru versi 1.2 dari Green Building Council Indonesia pengantian limbah kaca penelitian ini mencapai 15% atau 236,3 kg/m3 terhadap agregat halus.
Abstract : Practical modular column segment-shaped material is one solution for the manufacture of practical columns of buildings. The purposes of this research are to analyze the effect of substitution of waste glass with variation 0%, 5%, 10%, 15% toward (1) the density of modular practical column segment; (2) the compressive strength; (3) the suitability with criteria of environmentally friendly. The experimental quantitative research has been conducted with standard density test for modular practical column segment based on SNI 1973:2008 and standard compression strength test for modular practical columns segment based on SNI 03-0349-1989. Curing of the test object was carried out for 28 days. The samples of practical modular column segment were in the dimension of 150 mm x 150 mm x 150 mm totaling 24 samples. This research resulted: 1) the substitution of the waste glass has an effect on the density, the greater the addition of variations in waste glass resulting in a decrease in density, with the lowest is 1900,423 kg/m3 in 15% waste glass substitution; 2) the substitution of the waste glass has an effect to the compressive strength, with maximum compressive strength found in 10% waste glass substitution with a compressive strength of 74,700 kgf/cm2; 3) the substitution of waste glass with variations of 5%, 10%, and 15% has an effect on the criteria for environmentally friendly with the assessment aspects of Material Resource and Cycle (MRC) on the greenship device for new buildings version 1.2 of Green Building Council Indonesia then waste glass substitution in this research are 15% or 236.3 kg/m3 of fine aggregate.
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Srivastav, A. K. 2016. Partial Replacement of Fine Aggregates by Using Waste Glass. Partial Replacement of Fine Aggregates by Using Waste Glass 4 (3). http://ijniet.org/wp-content/uploads/2016/03/2.pdf.
Asroni, Ali. 2010. Teori Dan Desain Kolom Fondasi Balok “T” Beton Bertulang Berdasarkan SNI-2847-2013. Yogyakarta: Penerbit Andi.
Basuki, Achmad. 2012. “BETON RAMAH LINGKUNGAN.” Https://Achmadbasuki.Wordpress.Com/2012/09/23/Beton-Ramah-Lingkungan/. 2012. https://achmadbasuki.wordpress.com/2012/09/23/beton-ramah-lingkungan/.
Dinariana, Dwi, and Dedy Wijaya. 2015. “Cost Efficiency in Precast Construction Method on Multi-Storey Buildings.” International Journal of Engineering and Technology 7 (2): 135–38. https://doi.org/10.7763/ijet.2015.v7.781.
Indonesia, Standar Nasional. 2002. “Standar Nasional Indonesia Metode Pengujian Kekuatan Tekan Mortar Semen Portland Untuk Pekerjaan Sipil.” Sni 03-6825-2002.
Nasional, Badan Standardisasi. 1989. “SNI 03-0349-1989 Bata Beton Untuk Dinding.” Badan Standardisasi Nasional.
Nasional, Badan Standarisasi. 2002. “SNI 03-6815-2002 Tata Cara Mengevaluasi Hasil Uji Kekuatan Beton,” 31.
Nugraha, Paul, and Antoni. 2007. Teknologi Beton Dari Material Pembuatan Beton Kinerja Tinggi.
Nursyamsi, Indrawan, I., dan Hastuty, I.P.. 2016. Use of Materials as Glass Powder Added In Making Batako
Fanisa, E. G. P., dan Tanzil, G. 2013. “Pengaruh Sulfat Terhadap Kuat Tekan Beton Dengan Variasi Bubuk Kaca Substitusi Sebagian Pasir Dengan w/c 0,60 Dan 0,65” 1 (1): 1–6.
Setia P., H., Habsya C., and Lilo T. A. S. 2017. “Pengaruh Penggunaan Pecahan Genteng Dan Penambahan Fly Ash Terhadap Kuat Tekan Segmen Kolom Modular Dan Beban Aksial Komponen Kolom Sebagai Suplemen Bahan Ajar Mata Kuliah Teknologi Beton.” Indonesian Journal Of Civil Engineering Education 1 (2). https://doi.org/10.20961/ijcee.v1i2.18230
Rahim, Liza N., Che Amat R.,, Norlia Mohamad Ibrahim, Shamshinar Salehuddin, Syakirah Afiza Mohammed, and Mustaqqim Abdul Rahim. 2015. “Utilization of Recycled Glass Waste as Partial Replacement of Fine Aggregate in Concrete Production.” Materials Science Forum 803: 16–20. https://doi.org/10.4028/www.scientific.net/MSF.803.16.
SNI 1973:2008. 2008. “Cara Uji Berat Isi, Volume Produksi Campuran Dan Kadar Udara Beton.” Standar Nasional Indonesia, 16.
Tjokrodimuljo, K. 2004. Buku Ajar Teknologi Beton. Yogyakarta
DOI: https://doi.org/10.20961/ijcee.v7i1.60708
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