Yusuf, Ridhiawan Badharudin (2022) KAJIAN EKSPERIMENTAL KUAT TEKAN BETON POLIMER TERHADAP VARIAN KOMPOSISI RESIN EPOXY DAN HARDENER DENGAN KONSENTRAT KADAR. Skripsi thesis, UNIVERSITAS SANGGA BUANA YPKP.
Text
1. COVER .pdf - Accepted Version Available under License Creative Commons Public Domain Dedication. Download (87kB) |
|
Text
LEMBAR PENGESAHAN.pdf - Accepted Version Available under License Creative Commons Public Domain Dedication. Download (7kB) |
|
Text
2. PERNYATAAN KEASLIAN TUGAS AKHIR.pdf - Accepted Version Available under License Creative Commons Public Domain Dedication. Download (74kB) |
|
Text
3. ABSTRAK.pdf - Accepted Version Available under License Creative Commons Public Domain Dedication. Download (10kB) |
|
Text
BAB I.pdf - Accepted Version Available under License Creative Commons Public Domain Dedication. Download (561kB) |
|
Text
DAFTAR PUSTAKA.pdf - Bibliography Available under License Creative Commons Public Domain Dedication. Download (81kB) |
Abstract
ABSTRAK Penelitian kuat tekan ini berupa beton polimer dengan komposisi terdiri dari resin epoxy dengan perbandingan 1:1 , 1:2 dan 1:3 , slag, dan agregat halus sebagai mortar, dan agregat kasar dengan gradasi 15mm - 30mm terhadap volume silinder. Tinjauan analisis penelitian ini adalah kuat tekan dengan benda uji silinder 15cm x 30cm. Benda uji BSL91 dengan campuran slag 9% perbandingan 1:1 resin dan hardener, BSL92 perbandingan 1:2, dan BSL93 perbandingan 1:3. Hasil pengujian kuat tekan beton BSL91 memiliki kuat tekan yang tinggi 41,0 Mpa, BSL92 31,1 Mpa dan BSL93 11,9 Mpa. Penurunan Persentase nilai kuat tekan yang didapat BSL91 sebesar 9,9% terhadap BSL92 dan BSL92 sebesar 19,2% terhadap BSL93. Kata Kunci : Polimer, Resin Epoxy, Kuat Tekan, Slag, Agregat Kasar, Agregat Halus ABSTRACT This compressive strength research is in the form of polymer concrete with a composition consisting of epoxy resin with a ratio of 1:1 , 1:2 and 1:3 , slag, and fine aggregate as a mortar, and coarse aggregate with a gradation of 15mm - 30mm to the cylinder volume. Overview of the analysis of this study is the compressive strength with a cylindrical test object 15cm x 30cm. The test object was BSL91 with a mixture of 9% slag resin and hardener ratio 1:1, BSL92 ratio 1:2, and BSL93 ratio 1:3. The results of the compressive strength test of BSL91 concrete have a high compressive strength of 41,1 Mpa, BSL92 31,1 Mpa and BSL93 11,9 Mpa. The decrease in the percentage of compressive strength obtained by BSL91 is 9,9% against BSL92 and BSL92 is 19,2% against BSL93. Keywords : Polymer, Epoxy Resin, Compressive Strength, Slag, Coarse Aggregate and Fine Aggregate.
Item Type: | Thesis (Skripsi) |
---|---|
Additional Information: | ST1.22.0048 |
Uncontrolled Keywords: | Polymer, Epoxy Resin, Compressive Strength, Slag, Coarse Aggregate and Fine Aggregate. |
Subjects: | Skripsi S1 > Teknik Sipil |
Divisions: | Fakultas Teknik > Teknik Sipil (S1) |
Depositing User: | user unggah 1 |
Date Deposited: | 28 Nov 2024 04:17 |
Last Modified: | 28 Nov 2024 04:17 |
URI: | http://repository.usbypkp.ac.id/id/eprint/4849 |
Actions (login required)
View Item |