HAWER, MARMO SOEN (2018) STUDI EKPERIMENTAL BETON MUTU TINGGI DENGAN PENAMBAHAN SUPERPLASTICIZER DITINJAU DARI KUAT TEKAN BETON DAN MODULUS ELASTISITAS BETON. S1 thesis, Universitas Mercu Buana Bekasi.
|
Text
1. LEMBAR JUDUL.pdf Download (55kB) | Preview |
|
|
Text
2. LEMBAR PENGESAHAN.pdf Download (173kB) | Preview |
|
|
Text
3. LEMBAR PERNYATAAN.pdf Download (99kB) | Preview |
|
|
Text
4. ABSTRAK.pdf Download (79kB) | Preview |
|
|
Text
5. ABSTRACT.pdf Download (45kB) | Preview |
|
|
Text
6. KATA PENGANTAR.pdf Download (91kB) | Preview |
|
|
Text
7. DAFTAR ISI.pdf Download (55kB) | Preview |
|
|
Text
8. DAFTAR TABEL.pdf Download (46kB) | Preview |
|
|
Text
9. DAFTAR GAMBAR.pdf Download (65kB) | Preview |
|
|
Text
10. DAFTAR LAMPIRAN.pdf Download (45kB) | Preview |
|
![[img]](https://repository.mercubuana.ac.id/style/images/fileicons/text.png) |
Text
11. BAB I.pdf Restricted to Registered users only Download (105kB) |
|
|
Text
12. BAB II.pdf Restricted to Registered users only Download (151kB) |
|
|
Text
13. BAB III.pdf Restricted to Registered users only Download (318kB) |
|
|
Text
14. BAB IV.pdf Restricted to Registered users only Download (414kB) |
|
|
Text
15. BAB V.pdf Restricted to Registered users only Download (68kB) |
|
|
Text
16. DAFTAR PUSTAKA.pdf Restricted to Registered users only Download (56kB) |
|
|
Text
17. LAMPIRAN.pdf Restricted to Registered users only Download (7MB) |
Abstract
ABSTRAK Judul: Studi Ekperimental Beton Mutu Tinggi Dengan Penambahan Superplasticizer Ditinjau Dari Kuat Tekan Beton Dan Modulus Elastisitas Beton : Marmo Soen Hawer NIM : 41116320083, pembimbing Agung Sumarno ST. MT, Beton merupakan salah atu bahan utama yang sering digunakan pada kosntruksi bagunan. Beton merupakan suatu material hasil campuran semen, agregat halus, agregat kasar, air dan kadang – kadang dengan penambhan bahan tambah (admixture) Penelitian dilakukan untuk mengetahui pengaruh kadar bahan tambah dalam hal ini jenis superplastizicer terhdap nilai kuat tekan beton dan modulus elastistas secara actual maupun teoritis pada beton mutu tinggi. pengujian ini menggunakan benda uji silinder dengan ukuran silinder Ø15 cm x 30 cm dengan penambahan kadar superplasticizer yang bervariasi yakni BV0 (0% dari berat semen), BV1 (0,5% dari berat semen), BV2 (1,0% dari berat semen), BV3 (1,5% dari berat semen), BV4 (2,0% dari berat semen) dan BV5 (2,5% dari berat semen) dengan masing masing varian dibagi dalam 6(enam) buah benda uji. Penelitian melakukan pengujian kuat tekan beton pada umur 7 hari dan 28 hari sedangkan pengujian modulus elastisitas dilakukan pada umur 28 hari saja. Hasil pengujian tekan menunjukkan bahwa nilai kuat tekan beton dengan menggunakan variasi kadar superplasticizer paling besar BV5 2,5% dari berat semen menghasilkan kuat tekan tertinggi dari semua variasi kadar pemakaian superplastizicer yaitu sebesar 71,47 Mpa, sedangkan dengan variasi superplasticizer paling kecil BV0 0,0% dari berat semen menghasilkan kuat tekan sebesar 34,93 Mpa dan untuk pengujian modulus elastisitas beton menunjukan bahwa modulus elastisitas aktual lebih kecil dari modulus elastisitas teori nya. Pada pengujian modulus elastisitas menunjukan bahwa semakin besar kadar superplasticizer maka semakin tinggi pula nilai modulus elastisitasnya dan semakin tinggi nilai kuat tekan semakin tinggi juga nilai modulus elastisitas, Kata kunci:Beton Mutu Tinggi, Kuat Tekan Beton , Modulus Elastisitas, Superplastizicer ABSTRACT Title: Studi Ekperimental Beton Mutu Tinggi Dengan Penambahan Superplasticizer Ditinjau Dari Kuat Tekan Beton Dan Modulus Elastisitas Beton : Marmo Soen Hawer NIM : 41116320083, pembimbing Agung Sumarno ST. MT, Concrete is one of the main ingredients that are often used in building construction. Concrete is a material produced by a mixture of cement, fine aggregate, coarse aggregate, water and sometimes with the addition of additives (admixture). The research was conducted to determine the effect of added material in this type of superplastizicer on the concrete compressive strength and actual elastic modulus and theoretical on high quality concrete. This test uses a cylindrical specimen with a cylinder size Ø15 cm x 30 cm with the addition of varying levels of superplasticizer namely BV0 (0% of the weight of cement), BV1 (0.5% of the weight of cement), BV2 (1.0% of the weight of cement ), BV3 (1.5% by weight of cement), BV4 (2.0% by weight of cement) and BV5 (2.5% by weight of cement) with each variant divided into 6 (six) test pieces. The study tested the compressive strength of concrete at the age of 7 days and 28 days while testing the modulus of elasticity was carried out only at 28 days. The results of the compressive testing showed that the compressive strength of concrete by using variations in superplasticizer levels of BV5 of 2.5% by weight of cement produced the highest compressive strength of all variations of superplastizicer usage, namely 71.47 MPa, while with the smallest superplasticizer variation BV0 0, 0% of the weight of cement produces a compressive strength of 34.93 Mpa and for testing the elastic modulus of concrete shows that the actual modulus of elasticity is smaller than the modulus of elasticity of the theory. In testing the elastic modulus shows that the greater the level of superplasticizer, the higher the elastic modulus and the higher the compressive strength value, the higher the elastic modulus value. Keywords: Compression Streght, High Strenght Concrete, Modulus of Elastisity, Superplastizicer
| Item Type: | Thesis (S1) |
|---|---|
| Call Number CD: | FT/IND 18 007 |
| NIM/NIDN Creators: | 41116320083 |
| Uncontrolled Keywords: | Kata kunci:Beton Mutu Tinggi, Kuat Tekan Beton , Modulus Elastisitas, Superplastizicer |
| Subjects: | 700 Arts/Seni, Seni Rupa, Kesenian > 750 Painting and Paintings/Seni Lukis dan Lukisan > 758 Other Subjects/Subjel Lainnya > 758.6 Industrial and Technical Subjects/Subjek Industri dan Teknik |
| Divisions: | Fakultas Teknik > Teknik Industri |
| Depositing User: | siti maisyaroh |
| Date Deposited: | 09 Aug 2022 06:19 |
| Last Modified: | 09 Aug 2022 06:19 |
| URI: | http://repository.mercubuana.ac.id/id/eprint/67092 |
Actions (login required)
 |
View Item |
