Peningkatan Kuat Tekan Beton Tanpa Pasir Dengan Variasi Penambahan Sikamen Nn dan Serat Polipropilen

Authors

  • Rahmat Bangun Bangun Giarto rogram Studi D4 Teknologi Rekayasa Konstruksi Jalan Dan Jembata http://orcid.org/0000-0003-0811-7222
  • Karmila Achmad Program Studi D3 Teknik Sipil23, Politeknik Negeri Balikpapan
  • Mariatul Kiptiah Program Studi D3 Teknik Sipil23, Politeknik Negeri Balikpapan

DOI:

https://doi.org/10.30595/techno.v23i1.11178

Abstract

Beton non pasir merupakan jenis beton dengan porositas tinggi sehingga dapat dimanfaatkan untuk mempercepat penyerapan air hujan kedalam tanah. Penelitian ini terdapat dua uji, yakni uji infiltrasi dan kuat tekan beton tanpa pasir. Penelitian menggunakan 48 sampel untuk uji kuat tekan dan 16 sampel untuk uji infiltrasi dengan penambahan Sikamen-NN menggunakan variasi 0,8%, 1%, 1,2% serta 0,6% serat polipropilen terhadap berat semen. Agregat kasar menggunakan ukuran diameter lolos saringan ¾ tertahan pada saringan ½ 100% dan agregat kasar dengan  ukuran diameter lolos saringan ½ tertahan saringan 100% yang berasal dari daerah Palu. Kemampuan terbesar infiltrasi beton non pasir adalah 41,80 mm/detik dan kuat tekan terbesar adalah 11,70 MPa  dengan menggunakan agregat kasar ukuran diameter lolos saringan ½ tertahan saringan 100% ditambahkan dengan variasi Sikamen-NN 1,2%.

References

[1] D. L. Hidup, Daya Dukung Dan Daya Tampung Lingkungan Di Kota Balikpapan. 2019.

[2] P. Adi, “Kajian Jenis Agregat dan Proporsi Campuran terhadap Kuat Tekan dan Daya Tembus Beton Porus,” J. Tek., vol. 3, no. 2, pp. 100–106, 2013.

[3] B. Huang, H. Wu, X. Shu, and E. G. Burdette, “Laboratory evaluation of permeability and strength of polymer-modified pervious concrete,” Constr. Build. Mater., vol. 24, no. 5, pp. 818–823, 2010, doi: 10.1016/j.conbuildmat.2009.10.025.

[4] M. F. Khonado, H. Manalip, and S. E. Wallah, “Kuat Tekan Dan Permeabilitas Beton Porous Dengan Variasi Ukuran Agregat,” Sipil Statik, vol. 7, no. 3, pp. 351–358, 2019.

[5] E. Kurniadi and L. Himawan, “KAJIAN KUAT TEKAN DAN INFILTRASI PADA BETON NON PASIR (Study Of Compressive Strength And Infiltration Of no-fines Concrete),” J. Ris. Rekayasa Sipil, vol. 2, no. 2, p. 72, 2019, doi: 10.20961/jrrs.v2i2.28632.

[6] T. F. F. Emiko LIM, Kiang Hwee TAN, “Effect of Mix Proportion on Strength and Permeability of Pervious Concrete for Use in Pavement,” J. East. Asia Soc. Transp. Stud., vol. 10, pp. 1565–1575, 2013, doi: 10.11175/easts.10.1565.

[7] M. Stegmaier, “FIBER REINFORCED DRAINAGE CONCRETE,” Otto-Graf-Journal, vol. 14, pp. 67–78, 2013.

[8] M. Offenberg, D. R. Smith, K. Earley, and J. M. Lia, “Potential Application of ASTM C1701 for Evaluating Surface Infiltration of Permeable Interlocking Concrete Pavements,” Pervious Concr., pp. 1–9, 2012, doi: 10.1520/stp104560.

[9] PT. Sika Indonesia, “Data Teknis Know-How From Site To Shelf,” 2011.

[10] R. B. Giarto, K. Achmad, and W. Y. Rio, “Jurnal SIPILsains,” J. SIPILsains, vol. 10, no. 2, pp. 73–82, 2020.

[11] S. W. Megasari and W. Winayati, “Analisis Pengaruh Penambahan Sikament-Nn Terhadap Karakteristik Beton,” SIKLUS J. Tek. Sipil, vol. 3, no. 2, pp. 117–128, 2017, doi: 10.31849/siklus.v3i2.398.

[12] S. W. Megasari and W. Winayati, “Analisis Karakteristik Beton dengan Kombinasi Bahan Tambah Plastiment-VZ dan Sikament-NN Pada Pekerjaan Rigid Pavement di Provinsi Riau,” pp. 117–124, 2017, doi: 10.21063/spi3.1017.117-124.

[13] J. Masdar, M. W. Tjaronge, A. M. Akkas, J. Sipil, F. Teknik, and U. Hasanuddin, “KUAT TEKAN DAN TARIK BELAH SELF COMPACTING CONCRETE ( SCC ) RESEARCH OF POLYPROPYLENE ( PP ) FIBER EFFECT TOWARD COMPRESSIVE STRENGTH AND SPLIT TENSION STRENGTH SELF COMPACTING CONCRETE ( SCC ) Fakultas Teknik Jurusan Sipil STRENGTH AND SPLIT TENSION STRE.”

[14] H. Hasanr, B. Tatong, and J. Tole, “Pengaruh Penambahan Polypropylene Fiber Mesh Terhadap Sifat Mekanis Beton,” Maj. Ilm. Mektek, no. 1, pp. 12–19, 2013.

[15] B. S. Nasional, SNI 03- 1974- 2011: Cara Uji Kuat Tekan Beton dengan Benda Uji Silinder. Jakarta, 2011.

[16] A. S. F. T. A. Materials, Annual Book of ASTM Standard. Philadelphia, USA, 1992.

[17] SK SNI 04-1989-F Metode Pengujian Kadar Lumpur Agregat Kasar. Jakarta, 1989.

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Published

2022-04-27

Issue

Vol. 23 No. 1 (2022): Techno Volume 23 NO.1 April 2022

Section

Artikel Techno

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