THE EFFECT OF ADDING WASTE TIRE RUBBER POWDER ON PAVING BLOCK WEAR

Bagus  Soebandono

doi:10.33579/krvtk.v9i1.4953

Bagus Soebandono Universitas Muhammadiyah Yogyakarta

DOI: https://doi.org/10.33579/krvtk.v9i1.4953

Keywords: Paving block, Waste tire rubber powder, Wear

Abstract

Pavement using paving blocks is the right choice because of its easy installation and maintenance. One form is a quadrilateral type that is widely used for environmental and pedestrian roads. With good road access being one of the improvements in vehicles so that waste tires also increase, solutions are needed to reduce the impact on the environment but are also expected to provide benefits for paving block roads, especially increasing adhesion between paving block constituent materials. Based on this background, it was a research idea with the aim of determining the effect of adding waste tire rubber powder on the wear resistance of paving blocks. Research method with strength testing on paving block samples with a size of 5 cm x 5 cm x 2 cm a total of 18 samples. The results showed the average strength value of paving blocks with a mixture of waste tire rubber of 1%, 2%, 3%, 4%, 5% of 0.134, 0.223.0235, 0.246 and 0.247 mm / minute, so that the addition of waste tire rubber powder showed a decrease in the wear rate of paving blocks.

Downloads

Download data is not yet available.

References

[1] Nasution, S. R., and Tjahjani, A. I., “Analisis Laju Timbunan Sampah di Pulau Pramuka DKI Jakarta”, Jurnal Ilmiah Teknik Industri, vol.7, no. 1, pp. 16–26, 2019.
[2] BSN, Bata Beton (Paving Block). 1996, pp. 1–9.
[3] BSN, Tata Cara Perhitungan Struktur Beton Untuk Bangunan Gedung. 2002, pp. 1–292.
[4] Aditya, C., “Pengaruh Penggunaan Limbah pasir Onyx Sebagai Substitusi Pasir Terhadap Kuat Tekan, Penyerapan Air dan Ketahanan Aus Paving Block”, Jurnal Widya Teknika, vol.20, no.1, pp. 18–24, 2012.
[5] Wikana, I., & D, G., “Pengaruh Penambahan Tumbukan Batu Bata Merah dan Pengurangan Semen Terhadap Kuat Tekan Serta Keausan paving Block”, Majalah Ilmiah UKRIM, vol.2, pp. 61–74, 2012.
[6] Issa, C. A., & Salem, G., “Utilization of recycled crumb rubber as fine aggregates in concrete mix design”, Construction and Building Materials, vol.42, pp. 48–52, 2013, doi.org/10.1016/j.conbuildmat.2012.12.054.
[7] Bijarimi, M., Zulkafli, H., & Beg, M. D. H., Mechanical Properties of Industrial Tyre Rubber Compounds. pp.1–4, 2010.
[8] Ivan Gan, A., Sutikno, H., & Hardjito, D., “Optimasi Penggunaan Fly Ash dan Bottom Ash PLTU Suralaya dalam Pembuatan Paving Block Mutu Tinggi”. Jurnal Dimensi Pratama Teknik Sipil, vol.7 no.2, pp.8–15, 2018.
[9] Basuki, I., Lubis, M. F., Daulay, M. A., & Luthan, P. L. A., “Paving Block Berbasis Abu Gosok”, Educational Building Jurnal Pendidikan Teknik Bangunan dan Sipil, vol. 5, no.1, pp.1–7, 2019.
[10] Khoirur, R., “Pemanfaatan Limbah Ban Bekas Sebagai Pengganti Sebagian Pasir Pada Pembuatan Paving Block Berdasarkan SNI 03-0961-1996”, Skripsi, Universitas Negeri Jakarta, 2018.
[11] BSN, Cara Uji Berat Jenis dan Penyerapan Air Agregat Halus, 2008,pp.1–18.
[12] BSN, Metode Uji Untuk Analisis Saringan Agregat Halus dan Agregat Kasar, 2012, pp.1–24.
[13] BSN, Cara Uji Kadar Air Total Agregat dengan Pengeringan, 2011, pp. 1–11.
[14] BSN, Metode Pengujian Jumlah Bahan Dalam Agregat yang Lolos Saringan No. 200 (0,075 mm). 1996, pp. 1–6.
[15] BSN, Metode Pengujian Berat Isi dan Rongga Udara Dalam Agregat, 1998, pp. 1–13.