M.Beryl.C.H, 112015068 (2020) ANALISA ZAT ADITIF HIGH EARLY STREANGTH (HES)SUPERPLASTICER DAN SUPERCEMENT TERHADAP KUAT TEKAN BETON K-500 UMUR 3 HARI (K500d3). Skripsi thesis, Universitas Muhammadiyah Palembang.

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Abstract

Abstract The purpose of this study is to determine the effect of adding superplasticizer admixture (NN) and supercement on compressive strength with high initial strength at 3 days has reached the K-500 compressive strength. The study will use 9 samples as specimens with 5 mixed variations, namely Normal Concrete, Normal Concrete + Supercement 2.51 kg / m3, Normal Concrete + Supercement 2.51 kg / m3 + Sikament-NN 3,5%, Normal Concrete + Supercement 2,51 kg / m3 + Sikament-NN 4%, Normal Concrete + Supercement 2,51 kg / m3 + Sikament-NN 4,5%. The optimum compressive strength test value occurs in concrete mix with the addition of Sikament -NN 3.5% and Supercement 2.51 kg / m3, has a compressive strength value of 509.24 kg / cm2 at 3 days and 649.02 kg / cm2 at 28 days old. Keywords: Superplasticizer (Sikament-NN) and Supercement, K-500 Concrete Mixture, Concrete Compressive Strength Analysis.

Item Type:	Thesis (Skripsi)
Additional Information:	Pembimbing 1. Ir.H. Masri A Rivai, M.T. 2. Ir.H. Sudirman Kimi, M.T.
Uncontrolled Keywords:	Superplasticizer (Sikament-NN) dan Supercement, Campuran Beton K-500, Analaisa Kuat Tekan Beton.
Subjects:	Teknik Sipil > Konstruksi dalam Bahan-bahan Khusus
Divisions:	Fakultas Teknik > Teknik Sipil (S1)
Depositing User:	Mahasiswa Fakultas Teknik
Date Deposited:	14 Mar 2020 03:25
Last Modified:	20 Apr 2020 06:01
URI:	http://repository.um-palembang.ac.id/id/eprint/7026

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