Please use this identifier to cite or link to this item: http://repository.uma.ac.id/handle/123456789/18402
Title: Perencanaan Beton Mutu Tinggi Dengan Perbandingan Bahan Tambah Sikagrout 215 New
Other Titles: High Quality Concrete Planning With Comparison of Additives Sikagrout 215 New
Authors: Mahendra, Wahyudi
Keywords: kuat tekan beton
beton mutu tinggi
sikagrout 215 new
compressive strength of concrete
high strength concrete
sikagrout 215
Issue Date: 30-Sep-2022
Publisher: Universitas Medan Area
Series/Report no.: NPM;178110101
Abstract: Perkembangan dalam dunia konstruksi bangunan sangat pesat sehingga para produsen berlomba – lomba menciptakan teknologi baru dalam bidang konstruksi salah satunya bahan tambah agar bangunan tersebut memadai dan kuat, maka dari itu penelitian ini adalah merencanakan beton mutu tinggi dengan perbandingan bahan tambah SikaGrout 215 New, pada penelitian ini menggunakan metode perancangan campuran beton SNI 03-2834-2000. Kuat tekan beton menggunakan sikagrout 215 new pada umur 7 hari didapat pada didapat kuat tekan beton pada variasi 0 % sebesar 257,96 kg/cm2, mengalami penurunan pada variasi 0,3 % sebesar 204,48 kg/cm2, kenaikan pada variasi 0,6 % sebesar 263,58 kg/cm2, kenaikan kuat tekan pada variasi 0,9 % sebesar 282,93 kg/cm2. Sedangkan pada umur 14 hari didapat kuat tekan beton pada variasi 0 % sebesar 287,33 kg/cm2 ,penurunan pada variasi 0,3 % sebesar 271,92 kg/cm2, kenaikan pada variasi 0,6 % sebesar 287,42 kg/cm2, dan kenaikan kuat tekan pada variasi 0,9 % sebesar 400,54 kg/cm2. Hasil uji kuat tekan beton mutu tinggi menggunakan sikagrout 215 new mengalami peningkatan kuat tekan dibandingkan dengan beton tanpa sikagrout 215 new. Developments in the world of building construction are very rapid so that manufacturers are competing to create new technologies in the field of construction, one of which is added materials so that the building is adequate and strong, therefore this research is planning high quality concrete with a ratio of added materials SikaGrout 215 New, in research This method uses the SNI 03-2834-2000 concrete mix design method. The compressive strength of concrete using sikagrout 215 new at the age of 7 days was obtained at the obtained compressive strength of concrete at 0% variation of 257.96 kg/cm2, decreased in 0.3% variation of 204.48 kg/cm2, increased in variation 0, 6 % is 263.58 kg/cm2, the increase in compressive strength at 0.9% variation is 282.93 kg/cm2. While at the age of 14 days, the compressive strength of concrete at 0% variation was 287.33 kg/cm2, a decrease in 0.3% variation was 271.92 kg/cm2, an increase in 0.6% variation was 287.42 kg/cm2. , and the increase in compressive strength at a variation of 0.9% is 400.54 kg/cm2. The results of the compressive strength test of high-strength concrete using Sikagrout 215 new experienced an increase in compressive strength compared to concrete without Sikagrout 215 new.
Description: 111 Halaman
URI: http://repository.uma.ac.id/handle/123456789/18402
Appears in Collections:SP - Civil Engineering

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