Pengaruh Penambahan Limbah Serbuk Besi dan Serbuk Kayu terhadap Kuat Tekan Beton

Authors

  • Sefti Maulana Putri Universitas Islam Lamongan
  • Romadhon Romadhon Universitas Islam Lamongan

DOI:

https://doi.org/10.32832/komposit.v8i1.14757

Keywords:

Concrate, ASTM, iron filings waste, sawdust

Abstract

Concrete is a common material used to build buildings. The use of concrete materials is increasing, but the materials used to make concrete are increasingly expensive and limited. In this case it is necessary to innovate to save materials for making concrete by adding iron filings and sawdust, with the aim of knowing the effect of adding iron filings and sawdust to the compressive strength of concrete. In this study the ASTM method used was to analyze primary data. The data were obtained from research conducted in the laboratory using the analytical test method of cement, fine aggregate, coarse aggregate, and additives (iron filings and wood powder). Research results from 3 variations of class 1 iron powder and sawdust mixtures used with variations of 1% iron powder 1% wood powder, 2% iron powder 2% wood powder, and 3% iron powder 3%. The variation values that have high stability are the Normal variation (0% added material) and the 1% iron powder 1% wood powder variation with stability values of 14.82 MPa and 14.50 MPa. Variation levels of 1% iron filings and 1% sawdust are stated to be the most effective for mixing concrete because the compressive strength values of this variation already meet the SNI specifications, so the variations of iron filings and wood powder added materials are the most optimal to be used as K-175 concrete mix ingredients.

References

Ardiansyah, R., & Respati, R. (2022). Perbandingan Jenis-Jenis Agregat Kasar Batu Merak, Batu Hampangen dan Batu Banjar untuk Campuran Beton terhadap Kuat Tekan Beton Normal K-250. Jurnal Ilmiah Teknik Sipil Transukma, 4(2), 144-152. https://doi.org/10.36277/transukma.v4i2.136

Badan Standardisasi Nasional (2020). SNI 03-2834-2000. 2000. tentang Tata Cara Pembuatan Rencana Campuran Beton Normal

Bahri, S., & Irawan, D. A. S. (2010). Pengaruh Limbah Serbuk Besi Sebagai Pengganti Sejumlah Agregrat Halus Terhadap Campuran Aspal. Inersia: Jurnal Teknik Sipil, 1(2), 25-32. https://doi.org/10.33369/ijts.1.2.25-32

Chayati, N., Syaiful, S., & Abdurahman, E. E. (2017). Analisis Kuat Tekan Beton dengan Penambahan Kaolin. Jurnal Komposit: Jurnal Ilmu-Ilmu Teknik Sipil, 1(2), 77–86. https://doi.org/10.32832/komposit.v1i2.1543

Erlina, E., Iskandar, M. R., & Pohan, N. A. (2022). Pengaruh Penambahan Limbah Bubut Besi terhadap Kuat Tekan Beton. CivETech, 4(2), 1-16. https://doi.org/10.47200/civetech.v4i2.1293

Purwanto, H., & Wardani, U. C. (2020). Pengaruh Penambahan Serbuk Besi Terhadap Kuat Tekan Beton Mutu K225. Jurnal Deformasi, 5(2), 103-112. https://doi.org/10.31851/deformasi.v5i2.5039

Putranto, F. R., & Syaiful, S. (2019). Pengaruh Penambahan Genteng Press Jatiwangi dan Damdex terhadap Kuat Tekan Beton. Jurnal Komposit: Jurnal Ilmu-Ilmu Teknik Sipil, 3(1), 15–18. https://doi.org/10.32832/komposit.v3i1.3742

Rulhendri, R., Chayati, N., & Syaiful, S. (2020). Kajian tentang Penambahan Serat terhadap Kuat Tekan Beton. Astonjadro, 2(2), 44–48. https://doi.org/10.32832/astonjadro.v2i2.797

Sarmadika, I. N. A., Artana, I. W., & Muka, I. W. (2022). Pengaruh Penambahan Serat Serabut Kelapa dengan Serbuk Kayu terhadap Kuat Tekan dan Kuat Tarik Belah Beton. Widya Teknik, 17(01), 1-73. https://doi.org/10.32795/widyateknik.v17i01.2976

Saputra, A., Oktarina, D., & Gumay, A. (2022). Analisa Temperatur dan Waktu terhadap Kuat Tekan dan Kuat Tarik Belah Beton Cangkang Kelapa Sawit Pasca Bakar. Jurnal Komposit: Jurnal Ilmu-Ilmu Teknik Sipil, 6(2), 49–55. https://doi.org/10.32832/komposit.v6i2.6587

Umar, U. H. (2019). Analisis Kuat Tekan Beton dengan Serbuk Kayu Jati. Journal of Civil Engineering and Planning, 1(1), 20-25.

Wicaksana, A. A., & Nurhidayatullah, E. F. (2020). Pengaruh Penggunaan Batu Dolomit Sebagai Pengganti Agregat Kasar dan Penambahan Limbah Serbuk Besi dengan Persentase 1%; 2%; 3% terhadap Kuat Tekan dan Modulus Elastisitas Beton (Doctoral dissertation, University Technology Yogyakarta).

Wibowo, N. I. (2018). Pengaruh Serbuk Gergaji Kayu Sebagai Substitusi Sebagian Semen dan Bahan Tambah 0,6% Bestmittel Terhadap Karakteristik Beton. https://dspace.uii.ac.id/handle/123456789/11975

Published

2024-02-02

How to Cite

Putri, S. M., & Romadhon, R. (2024). Pengaruh Penambahan Limbah Serbuk Besi dan Serbuk Kayu terhadap Kuat Tekan Beton. Jurnal Komposit: Jurnal Ilmu-Ilmu Teknik Sipil, 8(1), 127–132. https://doi.org/10.32832/komposit.v8i1.14757

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