Beton Ringan Dengan Penambahan Material Styrofoam Sebagai Ponton

Susilo, Riki Tri (2021) Beton Ringan Dengan Penambahan Material Styrofoam Sebagai Ponton. Diploma thesis, Politeknik Negeri Bengkalis.

[img]
Preview
Text (Abstract)
1. 4103171152-Abstract.pdf - Submitted Version
Available under License Creative Commons Attribution Share Alike.

Download (160kB) | Preview
[img]
Preview
Text (Bab I Pendahuluan)
2. 4103181152-Bab 1 Pendahuluan.pdf - Submitted Version
Available under License Creative Commons Attribution Share Alike.

Download (321kB) | Preview
[img]
Preview
Text (Daftar Pustaka)
3. TA-4103171152-Daftar Pustaka.pdf - Submitted Version
Available under License Creative Commons Attribution Share Alike.

Download (660kB) | Preview
[img] Text (Full Text)
4. 4103171152-Full Text.pdf - Submitted Version
Restricted to Registered users only
Available under License Creative Commons Attribution Share Alike.

Download (9MB)

Abstract

Styrofoam becomes industrial waste and household waste which is an environmental problem because of its non-destructive and biodegradable nature. Styrofoam has a low specific gravity. This study uses styrofoam grains as a concrete mixture that is used as a concrete pontoon with voids of 4,5% of the concrete volume. The percentage addition of 50%, 60% and 70% Styrofoam that works on concrete so that the concrete can be as big. The method used in this study used tube samples that had been treated for 7, 14 and 28 days and then tested for compressive strength values using SNI 034164-2002, concrete density using the SNI 03-2847-2002 method, water absorption capacity of concrete. lightweight Styrofoam SNI 03-2914-1992. And testing the buoyancy of the pontoon using Archimedes' law method. The results showed that the pontoon concrete has buoyancy from the addition of styrofoam proportions of 50%, 60%, 70% and voids of 4,5%. The highest compressive strength resulting from the cylindrical sample is 7.95 Mpa at the age of 28 days with a percentage of 50%. The weight of the concrete volume has met the requirements of SNI because the weight obtained starts from 1188 – 1526 kg/m3. the value of water absorption meets SNI, the largest value is 5.080% at the age of 28 days

Item Type: Thesis (Diploma)
Contributors:
ContributionContributorsEmailNIDN/NIDK
Thesis advisorAlamsyah, Alamsyahalamsyah@polbeng.ac.idNIDN1012018401
Uncontrolled Keywords: Buoyancy, Compressive strength, Compressive strength, Lightweight concrete, Styrofoam, Water absorption
Subjects: 410 ILMU TEKNIK > 420 TEKNIK SIPIL DAN PERENCANAAN TATA RUANG > 421 Teknik Sipil
Divisions: Jurusan Teknik Sipil > Diploma Tiga Teknik Sipil > TUGAS AKHIR
Depositing User: Users 68 not found.
Date Deposited: 15 Sep 2021 09:39
Last Modified: 15 Sep 2021 09:39
URI: http://eprints.polbeng.ac.id/id/eprint/1624

Actions (login required)

View Item View Item