PENGARUH PENGGANTIAN SEBAGIAN AGREGAT PASIR DENGAN AGREGAT DARI LIMBAH PLASTIK DALAM PEMBUATAN BATAKO TERHADAP KUAT TEKAN DAN BERAT JENIS (Study Penelitian)

Setyawan, Danang Budi (2009) PENGARUH PENGGANTIAN SEBAGIAN AGREGAT PASIR DENGAN AGREGAT DARI LIMBAH PLASTIK DALAM PEMBUATAN BATAKO TERHADAP KUAT TEKAN DAN BERAT JENIS (Study Penelitian). Other thesis, University of Muhammadiyah Malang.

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PENGARUH_PENGGANTIAN_SEBAGAIAN_AGREGAT_PASIR_DENGANAGREGAT_DARI_LIMBAH_PLASTIK_DALAM_PEMBUATAN_BATAKOTERHADAP_KUAT_TEKAN_DAN_BERAT_JENIS.pdf

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Abstract

Concrete blocks are elements of the building that serves as the manufacture of wall on the building, which is made from sand and cement. Waste plastic is a material that can not be decomposed by microorganisms (non-biodegradable), so penumpukkannya in nature is feared will cause environmental problems. research is done to utilize plastic waste into building materials ie brick and therefore this study aims to determine the compressive strength and density of the bricks to the mixture and the percentage variation of waste plastic aggregate. Concrete blocks with size 30 cm × 10 cm × 13Cm is made of 60 fruits with the aggregate variation of plastic waste at 0%, 10%, 20%, 30%, and 40% in each is made of 3 pieces of the specimens. specimen is given for treatment or a variable mixture of Cement: Sand: Water (1:2:0.6,1:3:0.6,1:4:0.6 and 1:5:0.6). From the results of this study, various levels of klafikasi Quality, Quality first occurred in adobe JenisI (1:2:0,6) with a mixture of plastic waste aggregate 0% and 10%, and blocks the type II (1:30,6) with a mixture of aggregate 0% of plastic waste and blocks the type III (1:30,6) with a mixture of plastic waste aggregate 0%. Quality II occurs on brick Jenis1 (1:2:0,6) with a mixture of plastic aggregate 20%, 30% and 40%, block type II (1:3:0,6) with a mixture of plastic waste aggregate of 10%, 20% , 30%, 40% and blocks type IV (1:5:0,6) with a mixture of plastic waste aggregate 0%, Specification III Happened on brick jenisIII (1:4:0,6) with a mixture of aggregate 20% of plastic waste, 30%, 40%, and blocks type IV (1:5:0,6) with a mixture of plastic waste aggregate of 10%, Quality IV occurred in and blocks type IV (1:5:0,6) with a mixture of plastic waste aggregate 20 %, 30%, 40%. so that the gain block that can be used and safe for building materials.

Item Type: Thesis (Other)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Department of Civil Engineering
Depositing User: Anggit Aldila
Date Deposited: 03 Jul 2012 08:33
Last Modified: 03 Jul 2012 08:33
URI: http://eprints.umm.ac.id/id/eprint/10815

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