TA UTILIZATION OF SANDBLASTING WASTE AS A FINE AGGREGATE REPLACEMENT MATERIAL IN MIXED PAVING BLOCK THESIS

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Via Riswanayanti

Abstract

The development of industrial technology in Indonesia followed by waste problem as impact. .Some industrial steel fabrication construction and sandblasting produce enormous the aims of the research is determining the characteristics of the paving block constituents and the effect of adding sandblasting waste substitutes to the compressive strength of paving blocks.


This paving block uses the ratio of cement: sand, which is 1: 5 by replacing 50% of the sand ratio with sandblasting waste and the remaining 50% is a combination of Palu sand and samboja sand and the compressive strength test is done at 28 days.


Characteristics of sandblasting waste include specific gravity (SSD) = 2.64; moisture content = 1.91%; mud content = 2.44%; Fine Modulus Grain (MHB) = 1.78. The overall results meet the standard requirements of fine aggregates, so that sandblasting waste can be used as a fine aggregate substitute for paving block mixtures. The effect of compressive strength of block paving with 50% sandblasting waste on a variation of 30% mixture of Palu sand and 20% Samboja sand in a 1: 5 mixture of paving blocks achieving B quality of 17 MPa.


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[1]
V. Riswanayanti, “TA UTILIZATION OF SANDBLASTING WASTE AS A FINE AGGREGATE REPLACEMENT MATERIAL IN MIXED PAVING BLOCK”, JUTATEKS, vol. 3, no. 1, pp. 95-105, Aug. 2019.
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References

Dermawan, Denny dan Mochamad Luqman Ashari. 2018. Studi Komparasi Teknis Pemanfaatan Limbah B3 Sandblasting terhadap Limbah B3 Sandblasting dan Fly Ash sebagai Campuran Beton. Universitas Diponegoro.
[2] Nihayyah, Siti. 2018. “Pengaruh Variasi Limbah Cangkang Kerang terhadap KuatTekanPaving Block.” JUTATEKS, Vol 2, No. 1, 89-93.
[3] Putra, Yusuf Eka dan Sutikno. 2016. Pemanfaatan Limbah Sandblasting sebagai Bahan Campuran Paving Block. Universitas Negeri Surabaya.
[4] Samekto, Wuryati dan Candra Rahmadiyanto. 2001. Teknologi Beton. Kanisius. Yogyakarta.
[5] Sartika, Dewi. 2018. “Pengaruh Penambahan Flyash sebagai Bahan Tambah terhadap Kuat Tekan Paving Block.” JUTATEKS, 2, 2, 10-13.
[6] SNI 03-0691-1996. Bata Beton (Paving Block). Badan Standar Nasional. Jakarta.
[7] SNI 03-1750-1990. Agregat Beton, Mutu dan Cara Uji. Badan Standar Nasional Indonesia. Jakarta.
[8] SNI 03-1968-1990. Langkah-Langkah Pemeriksaan Agregat Halus, Badan Standar Nasional Indonesia. Jakarta.
[9] SNI 03-1970-1990. Metode Pengujian Berat Jenis dan penyerapan Air Agregat Halus. Badan Standar Nasional Indonesia. Jakarta.
[10] SNI 03-1971-1990. Metode Pengujian Kadar Air Agregat. Badan Standar Nasional Indonesia. Jakarta.
[11] SNI 03-1975-1990. Metode Penyiapan secara Kering Contoh Tanah Terganggu dan Tanah-Agregat untuk pengujain. Badan Standar Nasional Indonesia. Jakarta.
[12] Tjokrodimuljo, K. 1996. Teknologi Beton. Penerbit Nafari. Yogyakarta