PENGARUH PENAMBAHAN LIMBAH BAN BEKAS TERHADAP KEKUATAN BETON

  • Setya Wijaya
  • Evangelino
Abstract views: 551 , PDF downloads: 473
Keywords: used tire waste, compressive strength, tensile strength.

Abstract

In the world of construction, concrete still plays an important role as the main material used. This is because concrete has several advantages such as ease of work, the use of solid waste as material substitution in the industry is not new. However, the use of solid waste as a substitute for aggregates in concrete has been increasing in recent years, as a promising solution to reduce inorganic solid waste. From the tests carried out in the university tribhuwana to laboratories, it shows that for compressive strength and tensile strength, it decreases. The concrete compressive strength test results with added material in the form of tire chips and in the testing of compressive strength for 5% used tire waste burned 13.22 MPa, as well as 10%, the value burned 9.74 MPa, and for compressive strength test 15% of the value decreases for compressive strength with a mixture of burnt tire chips 4.77Mpa. The graph of the concrete tensile strength test with added material is in the form of tire chips and in testing the tensile strength for used tire waste 5% with for concrete that is not burned 1.844Mpa value. Likewise with 10% for unburned concrete the value of 2,020Mpa with a mixture of used tire waste as added material. And for the tensile strength test 15% the value decreases for non-burned concrete with a quality of 1.544Mpa.

Author Biographies

Setya Wijaya

Program Studi Teknik Sipil, Fakultas Teknik Universitas Tribhuwana Tunggadewi

Evangelino

Program Studi Teknik Sipil, Fakultas Teknik Universitas Tribhuwana Tunggadewi

References

Badan Standardisasi Nasional BSN. Tata Cara Perhitungan Struktur Beton Untuk Bangunan Gedung (SNI 03-2847-2002). Bandung.

Eldin, N. N., Senouci, A. B., 1993, Rubber-tire particles as concrete aggregate, Journal of Material in Civil Engineering, ASCE, 5(4), 478-496

Mulyono, T. 2009. Teknologi Beton. Yogyakarta : ANDI.

Najib, M. A., & Nadia, N. (2017). BETON NORMAL DENGAN MENGGUNAKAN BAN BEKAS SEBAGAI PENGGANTI AGREGAT KASAR. Konstruksia, 6(1).

Standar Nasional Indonesia, 2004, Semen Portland Komposit, SNI 15-7064-2004, ICS 91.10.10, Badan Standardisasi Nasional, Jakarta

Tjokrodimulyo.K. (1996). “Teknologi Beton”, Gajah Mada Press. Yogyakarta.

Winansa, F. A., & Setiawan, A. A. (2019). Kajian Penggunaan Potongan Ban Bekas Terhadap Kuat Tekan Beton. WIDYAKALA: JOURNAL OF PEMBANGUNAN JAYA UNIVERSITY, 6, 1-5.

Wijaya, H. S. (2017). PENGARUH BUKAAN (OPENING) TERHADAP KAPASITAS LENTUR BALOK BETON BERTULANG. Media Teknik Sipil, 15(1), 42-49.

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Published
2021-03-10
How to Cite
Setya Wijaya, H., & Evangelino, E. D. C. (2021). PENGARUH PENAMBAHAN LIMBAH BAN BEKAS TERHADAP KEKUATAN BETON. Jurnal Qua Teknika, 11(1), 10-17. https://doi.org/10.35457/quateknika.v11i1.1405
Section
Articles