PEMANFAATAN LIMBAH PENGOLAHAN BAUKSIT UNTUK PEMBUATAN AGREGAT BUATAN

  • Susi Hariyani Politeknik Negeri Pontianak
  • Asmadi Asmadi

Abstract

This filling material for concrete is known as aggregate which usually uses stone as the base material. This stone material will eventually run out, so new innovations are needed to replace it.

The purpose of this study was to determine the physical and mechanical properties of concrete made using artificial aggregate mixture where the aggregate material is made by utilizing bauxite processing waste. Artificial aggregates are made to replace gravel as a filler. The waste is treated with 2 treatments, namely added with kaolin and without kaolin, and then burned. Concrete specimens are made in a cylindrical shape with a height of 30 cm with a diameter of 15 cm, with variations in artificial aggregate with the addition of kaolin and without the addition of kaolin with the aggregate substitution of 10%, 20% and 30% then evaluated physical properties such as weight content and absorption of concrete and the concrete mechanic is in the form of the compressive strength of the concrete.

According to SNI 03 6468 2000, the quality of concrete produced from concrete mixtures using artificial aggregate from bauxite waste is classified as low compressive strength concrete (low strength concrete). with fc '<20 MPa

and according to SNI 03-2847-2002, concrete produced by mixing artificial aggregate is categorized as lightweight concrete, with a unit weight of <1.900 kg / m³

References

Badan Standarisasi Nasional (2011). “Cara uji kuat tekan beton dengan benda uji silinder yang dicetak.”SNI-1974-2011.
Badan Standarisasi Nasional. (1990). “Metode pengujian berat jenis dan penyerapan air agregat halus”. SNI-03-1970-1990.
Badan Standarisasi Nasional. (1990). “Metode pengujian kadar air agregat”. SNI-03-1971-1990.
Badan Standarisasi Nasional. (1990). “Metode pengujian slump beton”. SNI-03-1972-1990.
Badan Standarisasi Nasional. (1990). “Metode pengujian tentang saringan agregat halus dan kasar”. SNI-03-1968-1990.
Badan Standarisasi Nasional. (1990). ”Metode pengujian berat jenis dan penyerapan air agregat kasar”. SNI-03-1968-1990.
Badan Standarisasi Nasional. (1998). “Metode pembuatan dan perawatan benda uji beton di lapangan”. SNI-03-4810-1998.
Badan Standarisasi Nasional. (2008). “Cara uji berat isi, volume produksi campuran dan kadar udara beton”. SNI-1973-2008.
Badan Standarisasi Nasional. (2008). “Cara uji keausan agregat dengan mesin abrasi Los Angeles”. SNI-2417-2008.
L.J Murdock, K.M. Brook, 1999.Bahan dan Praktek Beton. Erlangga, Alih Bahasa Ir.Stepanus Hindarko PT. Glora Aksara Pratama, Jakarta.
Paul Nugraha Antoni, 2007.Teknologi Beton. Penerbit Andi, LPPM Universitas Kristen Indonesia Petra. Surabaya.
Santi, maya dan Syarifah Aqla. 2018. Pemanfaatan Tailing Bauksit sebagai Bahan Campuran Penggati Pasir Pada pembuatan Paving Blok, jurnal POLITEKNOSAINS vol XVII no 1 Maret 2018
Tjokrodimuljo, (1996). “Teknologi beton“. Yogyakarta, penerbit : Nafiri.
Tri Mulyono. (2005). “Teknologi beton”. Surabaya, penerbit : AD Publisher.
Tirta Indah Wulan Sari, Muhsin, Hesti Wijayanti, Mangkurat, Pengaruh Metode Aktivasi Pada Kemampuan Kaolin Sebagai Adsorben Besi (Fe) Air Sumur Garuda, Program Studi Teknik Kimia Fakultas Teknik Universitas Lambung, Konversi, Volume 5 No. 2, Oktober 2016
Published
2020-12-16