PENGARUH LIMBAH TIMAH (tin slag) SEBAGAI BAHAN PENGGANTI AGREGAT KASAR TERHADAP KUAT TEKAN BETON K-250

  • Andrian Wahyu Prayogi Universitas Islam Lamongan
  • Zulkifli Lubis Universitas Islam Lamongan
Keywords: Concrate, Pressure, compressive strength, Tin Slag

Abstract

The importance of research in reducing the amount of tin waste produced from the tin smelting process that can no longer be processed and reducing the amount of waste buildup in Warukulon Village, it is necessary to have innovations to use it as an ingredient in a mixture of making concrete, namely by making tin waste ( tin slag) as a substitute for coarse aggregate in the concrete mix. The concrete design uses a job mix design research method that meets the applicable design criteria of SNI 03-2834-2000. In the design process, the planned compressive strength is K-250 (20.75 mpa). By using waste waste as a partial substitute for coarse aggregate with variations of 0%, 5%, 10%, and 15% with each variant, 3 samples of test objects were made so that in total there were 12 test objects from all variants. From the results of the average compressive strength test on the addition of tin waste at 0% variation the compressive strength value is 21.36 Mpa, for the 5% variant the compressive strength value is 17.96 Mpa, for the 10% variant the compressive strength value is 22.59 Mpa. , and for the 15% variant, the compressive strength value is 23.47 MPa.

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References

[1] F. M. Van Gobel, “NILAI KUAT TEKAN BETON PADA SLUMP BETON TERTENTU,” RADIAL – J. Perad. saIns, rekayAsa dan Teknol. Sekol. Tinggi Tek. Bina Taruna Gorontalo, 2019.
[2] O. K. Firdaus Rudy, “Penggunaan Limbah Peleburan Timah (Tin Slag) Sebagai Agregat Kasar Pada Campuran Hot Rolled Sheet- Wearing Course Untuk Perkerasan Jalan Raya,” FROPIL (Forum Prof. Tek. Sipil), 2014.
[3] M. J. Hashim et al., “Preliminary study of tin slag concrete mixture,” 2018, doi: 10.1088/1757-899X/298/1/012014.
[4] M. F. M. Yusuff, S. A. Hassan, B. Omar, K. Zakaria, and M. F. A. Zaharuddin, “Particle size effect on optimal mixture ratio of tin slag polymer concrete under compression,” J. Built Environ. Technol. Eng., 2018.
[5] N. Hasriyani et al., “Penggunaan Pecahan Botol Kaca Sebagai Agregat Kasar Pada Campuran Beton,” J. Stabilita, 2014.
[6] J. D. Ticoalu, Priscillia Engelin Ester Pangouw and S. O. Dapas, “Studi Komparasi Perhitungan Struktur Bangunan dengan Menggunakan SNI 03-2847-2013,” J. Sipil Statik, 2015.
[7] T. Wibowo and C. P. Prasetyo, “Quality Control Mutu Beton dan Kualitas Material pada Pondasi Stone Crusher dalam pembuatan konstruksi , baik untuk kontruksi bangunan gedung,” Qual. Control Mutu Bet. dan Kualitas Mater. pada Pondasi Stone Crush. (Studi kasus PT. Waskita Bet. Precast. Tbk Plant Bojonegara, Serang – Banten), 2019.
[8] D. Chandra and Firdaus, “PENGARUH KONDISI MATERIAL DENGAN AKTIVATOR POTASSIUM PADA BETON GEOPOLYMER DARI LIMBAH B3 FLY ASH BATUBARA TERHADAP KUAT TEKAN,” J. REKAYASA, 2020, doi: 10.37037/jrftsp.v9i2.41.
[9] R. H. Kartadipura, “Analisis Pemilihan Material Beton Dan Material Baja Sebagai Alternatif Material Pengganti Kayu Ulin,” J. Tek. Sipil, 2013.
[10] A. Hidayat, “PERBANDINGAN JOB MIX DESIGN BETON METODE DoE DAN ASTM,” JURNALAPTEK, 2014.
[11] ASTM, “Relating to Metallic Coated Steel Products,” Astm, 2015.
[12] B. Hastono and R. Syamsudin, “Perbandingan Ketahanan Gempa SNI 03-1726-2002 & SNI 03-1726-2012 Pada Perencanaan Bangunan Gedung Di Kota Aceh,” Ge-STRAM J. Perenc. dan Rekayasa Sipil, 2018, doi: 10.25139/jprs.v1i1.799.
[13] M. A. Nugraha, D. Daryati, and A. Anisah, “PEMANFAATAN ABU BONGGOL JAGUNG SEBAGAI BAHAN TAMBAH SEMEN PADA PEMBUATAN BATA RINGAN JENIS CLC,” Menara J. Tek. Sipil, 2021, doi: 10.21009/jmenara.v16i1.16991.
[14] ASTM International, “ASTM C566-97: Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying, ASTM C566-97,” Annual Book of ASTM Standards. 2004.
[15] B. Statements, T. Size, C. Aggregate, W. Conshohocken, and S. T. Method, “Astm C-128,” Annu. B. ASTM Stand., 2003.
[16] ASTM, “C-566-97: Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying (Método de prueba estandarizado por secado para el contenido de humedad total evaporable de agregados),” Annu. B. ASTM Stand., 2004.
[17] B. S. Nasional, “SK SNI S-04-1989-F: Spesifikasi Bahan Bangunan Bagian A, Bahan Bangunan Bukan Logam,” Jakarta BSN, 1989.
[18] ASTM, “ASTM C127-15, Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate,” Annu. B. ASTM Stand., 2004.
[19] ASTM International, “ASTM C 33-03. Standard Specification for Concrete Aggregates,” United States Am. Stand. Test. Mater., 2010.
[20] ASTM C127, Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate. 2004.
[21] ASTM International, “ASTM C128-01, Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate,” Annu. B. ASTM Stand., 2004.
[22] ASTM International, “C128-04 Standard Test Method for Density , Relative Density ( Specific Gravity ), and Absorption,” Annu. B. ASTM Stand., 2004.
Published
2021-04-30
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